Subject: Timing Accuracy Within WinSDR From: "Thomas Dick" dickthomas01@............. Date: Tue, 1 Jul 2008 12:03:28 -0500 I have some questions. Maybe some of you might have time to comment. = This site http://bachcottage.com/TimingWithinWinSDRx.pdf has a two meg = graphics ladened word document that shows what I am asking. The site = isn't terribly fast. Some of you won't have connections fast enough to = bother. If you have the time, your comments would be appreciated.
I have some questions. Maybe some of = you might have=20 time to comment. This site http://bachcottage.com/TimingWithinWinSDRx.pdf h= as a two=20 meg graphics ladened word document that shows what I am asking. The site = isn't=20 terribly fast. Some of you won't have connections fast enough to bother. = If you=20 have the time, your comments would be=20 appreciated.
Subject: Re: Timing Accuracy Within WinSDR From: ChrisAtUpw@....... Date: Tue, 1 Jul 2008 14:23:05 EDT In a message dated 2008/07/01, dickthomas01@............. writes: > http://bachcottage.com/TimingWithinWinSDRx.pdf Hi Tom, First, it is not uncommon to get timing errors of a second or so. The Travel Time calculation uses average ground velocities and you may well not be average. I am not sure how WinSDR actually does the timing, even when corrected by GPS. The display program will presumably use the software clock on your computer. Have you asked Larry? The software clocks fitted to PC computers are often crap. They can loose or gain 10s of minutes per day. What errors do you see when you check your software clock against NIST time? http://nist.time.gov/ Regards, Chris Chapman In a message dated 2008/07/01, dick= thomas01@............. writes:

">http://bac= hcottage.com/TimingWithinWinSDRx.pdf


Hi Tom,

       First, it is not uncommon to get timing= errors of a second or so. The Travel Time calculation uses average ground v= elocities and you may well not be average.

       I am not sure how WinSDR actually does=20= the timing, even when corrected by GPS. The display program will presumably=20= use the software clock on your computer. Have you asked Larry? The software=20= clocks fitted to PC computers are often crap. They can loose or gain 10s of=20= minutes per day.

       What errors do you see when you check y= our software clock against NIST time?  
       http://nist.time.gov/

       Regards,

       Chris Chapman
Subject: Re: Timing Accuracy Within WinSDR From: "Thomas Dick" dickthomas01@............. Date: Tue, 1 Jul 2008 16:00:33 -0500 Thanks for coming back to me Chris. I didn't know if you could handle 2 plus megs, at least, if I were you I'd be in the country. I approached Larry on this issue and was left unsatisfied...but I may not have made my statements as clear as I should. First, it is not uncommon to get timing errors of a second or so. The Travel Time calculation uses average ground velocities and you may well not be average. And I know you don't use WinQuake but I asked Larry if that is what the locate file function is for...he never answered me. And often, I are talking minutes here ...not seconds I am not sure how WinSDR actually does the timing, even when corrected by GPS. The display program will presumably use the software clock on your computer. Have you asked Larry? I did ask him if he thought this could be a board issue...he didn't think so, he keyed on the travel time tables as not applicable in this situation. The software clocks fitted to PC computers are often crap. They can loose or gain 10s of minutes per day. I got told that my timing was off by Dr. Hermann over at St. Louis U very early in my embarking on this seismology stuff. I had already tired the software timing stuff. I had started with syncing all my computers to the same time even before I got into seismology. Dr. Hermann's comments sent me after the satellite timing board from Larry. Generally what I see on USI and my display is pretty close. I have recently asked Dr, Hermann about "events" in a certain minute of a certain hour and he replies without commenting about my timing any more. What errors do you see when you check your software clock against NIST time? I turned on the national time station in Boulder Colo and watched it for a couple of minutes. The program claimed to be locked on a satellite. I saw the time jump two seconds as it hit the minute mark on one occasion. The next minute looked like it changed within a half second of the minute mark. Chalk this up to ignorance, too, I guess. I asked Nelson why a database of amateur seismologists. I questioned the inventory of sensors because it is posted on the sensor information in the files as posted. He is out of the office but a text message from him seemed to give me the idea he was confused .....eh, so am I. What is to be gained by this database other than a lot of information about location and equipment flying around the Internet??? This timing issue has bothered me for over four years. I suspect that if you decrease the X (horizontal --i.e. expand time) there is an increased error. That is what I hope someone else has noticed...or can tell me where my thinking is wrong. We had another quake last week; somewhere around a mag 3. I can handle mag 3's but those fours and fives just wiped me out. You know, those geophones pick up those nearby quakes better than the Lehmans and AS-1. I finally put braces on the hot water heater and started looking at the clutter on high shelves. I did anchor my bookcases to the walls many years ago. As you can see in the file, Bob McClure has me getting sac files from the nearby seismic centers and converting to Winquake format. Excpet for the time issue, I can accept the output of my equipment in comparison to the professional stuff. I know I can't compete! Did you ever read a book by Peter Hernon titled 8.4? Dr. Hermann hadn't. I don't read much fiction. This guy did a lot of homework on the area before he wrote the book. Many of the places he mentions in the book I am familiar with and all the faults. Sure there are a few minor faults he left out. And the premise on how to stop the earthquakes is as old as I am --almost. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Problem with channel From: =?ISO-8859-1?Q?J=F3n_Fr=EDmann?= jonfr@......... Date: Wed, 02 Jul 2008 15:43:02 +0000 Hi all I am having issues with a channel on the Hekla sensor. For some unkown reason the north-south channel always drops out during the day. Then mostly when it is sunny and hot. Other two channels continue to work as normal. The signal drop off is compleate, the channel dies at 100%. However, it has been shown that if a GSM phone is near the signal shows up on the channel, so I don't think it is the hardware. I do think it might be a cable issue. But I am not sure, so here is the trace I made from the morning drop out. The trace, http://157.157.215.56/~jonfr/dead.channel/ IPv6 link, for the tech savy and test thirsty. http://2a01:348:172::1/~jonfr/dead.channel/ Regards. --=20 J=F3n Fr=EDmann http://www.jonfr.com http://earthquakes.jonfr.com http://www.net303.net http://www.mobile-coverage.com/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Problem with channel From: Larry Cochrane lcochrane@.............. Date: Wed, 02 Jul 2008 22:39:46 -0700 Hi Jón, I would suggest that you move the channels around at the input to the Amp/Filter board. If the loss of signal moves to another channel you know that the problem is with the wiring or the sensor. Regards, Larry Cochrane Redwood City, PSN Jón Frímann wrote: > Hi all > > I am having issues with a channel on the Hekla sensor. For some unkown > reason the north-south channel always drops out during the day. Then > mostly when it is sunny and hot. > > Other two channels continue to work as normal. The signal drop off is > compleate, the channel dies at 100%. However, it has been shown that if > a GSM phone is near the signal shows up on the channel, so I don't think > it is the hardware. I do think it might be a cable issue. But I am not > sure, so here is the trace I made from the morning drop out. > > The trace, http://157.157.215.56/~jonfr/dead.channel/ > IPv6 link, for the tech savy and test thirsty. > http://2a01:348:172::1/~jonfr/dead.channel/ > > Regards. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Timing Accuracy Within WinSDR From: Dave Nelson davenn@............... Date: Thu, 03 Jul 2008 19:16:00 +1000 At 04:00 PM 7/1/2008 -0500, you wrote: >Chalk this up to ignorance, too, I guess. I asked Nelson why a database of >amateur seismologists. I questioned the inventory of sensors because it is >posted on the sensor information in the files as posted. He is out of the >office but a text message from him seemed to give me the idea he was >confused .....eh, so am I. What is to be gained by this database other >than a lot of information about location and equipment flying around the >Internet??? Thomas..... My name is Dave the surname is Nelson !! :) the out of office message you got was from the OTHER David Nelson that is in the group. LOTSSS is to be gained cuz the database gives so much more than sensor data. I started this database many years ago when the PSN group was so so much smaller It has maps showing where everyone is located around the world and the station data also gives broader info on the types of sensors and recording equip YOU Must remember NOT everyone has digital systems and not everyone that does posts to the group. in fact there is probably less than 25% of the people in the database that actually regularly post their files !!! The database also gives email, www site addresses, soil types at the station and other general comments the station owner has given me to add to the database. All this info is available "at a glance" in the database and isnt available anywhere else You are knocking something that has been VERY useful to many people for some 15 years :) Its good to be able to look at the maps and see how spread out around the world out PSN group is. and then just by clicking on a selected dot on the map you can pull up all the info for that station! cheers Take care Dave Nelson In that order ;) Sydney Australia __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: amateur seismologist database From: "Thomas Dick" dickthomas01@............. Date: Thu, 3 Jul 2008 11:39:42 -0500 > > Dave... > My name is Dave the surname is Nelson !! :) > Sorry about that... and about how poorly I used my words, which obviously, is seated in ignorance -- my point of view was solely that of seeing only one aspect of the issue -- the sensor data within WinQuake. > LOTSSS is to be gained cuz the database gives so much more than sensor > data. I started this database many years ago when the PSN group was so so > much smaller It has maps showing where everyone is located around the > world > and the station data also gives broader info on the types of sensors and > recording equip Dave, this is the heart of my poorly worded comment -- just what is to be gained? The words seem to send the message that I question the value of the database but don't go there --that was not my point at all. In an effort to get a better understanding, I took the time to download the database and browse it. I see some things there that aren't part of the earthquake files; but how current is the database? I selected three references from part 2 and got error messages. Travel times was a part of the issue... and I recognize that soil types at the recording sites, and in between, are influential. In this day and age where new networks, newer computer centers, people changing jobs and changing Internet providers is the rule, how current is the database if individuals don't update their data? The database has many more names than people who post to the website. Are they still operating seismic units? If so, is their data available? How? And probably the most important insight into my thinking and overlooked part of my words dealt with the comment "information flying around the Internet". In the U.S., we have to worry about hackers getting into government/private databases, databases being taken off stolen laptops as well as information stolen when we personally give it out to sites we think are legit. I had to change my banking accounts a few years back because someone got into a regional banking process center. I have two layers of isolation on my own system. When I want to post a modern graphics ladened file like I did with the timing issue (like to PSN), I have to send it out to a website and reference it. It becomes incovenient/difficult/or a security risk for most to access it. The secruity issues are making some of us paranoid. Larry's network accepts only text which provides some protection and reduces the amount of memory and bandwideth used. This obviously limits the type of information exchanged. YOU Must remember NOT everyone has digital systems and not everyone > that does posts to the group. in fact there is probably less than 25% of > the people in the database that actually regularly post their files !!! Here I go again, showing my ignorance...... Just what does this mean? In this day and age of digital verses analog, filtrating of frequencies, short period versas long period and maybe even paper seismograms --what are these people doing??? Please take this right. I am trying to get a clear picture. Are they just visually monitoring for earthquakes? > > You are knocking something that has been VERY useful to many people for > some 15 years :) No, Dave, I did not want my remarks to infer that I am "knocking" what you are doing. I am trying to understand what you have. I cannot criticize what I don't understand. But your dialogue allows communication and better understanding as to whether/why I would want to post information on the database. > Maybe this dialog can help others in the same experience level as I. Please --- keep up the work! Yours, just plain Tom __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Timing Accuracy Within WinSDR From: ChrisAtUpw@....... Date: Thu, 3 Jul 2008 15:00:29 EDT In a message dated 2008/07/03, davenn@............... writes: > LOTSSS is to be gained cuz the database gives so much more than sensor > data. I started this database many years ago when the PSN group was so so > much smaller It has maps showing where everyone is located around the world > and the station data also gives broader info on the types of sensors and > recording equip Hi Dave, I fully support your efforts for maintaining the Amateur Seismic Database. The larger the number of members, the more the information needs to be formalised. I have found it very useful. Thank you very much! But could we have a field which dates the particular entries, please? Have you considered requesting an annual update from all members? Something like 'have you checked you entry recently and are there any changes / amendments, please'? Some of the information seems to be quite old and in need of some attention. Regards, Chris Chapman In a me= ssage dated 2008/07/03, davenn@............... writes:

    LOTSSS is to= be gained  cuz the database gives so much more than sensor
data. I started this database many years ago when the PSN group was so so much smaller  It has maps showing where everyone is located around the=20= world
and the station data also gives broader info on the types of sensors and recording equip


Hi Dave,

       I fully support your efforts for mainta= ining the Amateur Seismic Database. The larger the number of members, the mo= re the information needs to be formalised.

       I have found it very useful. Thank you=20= very much!

       But could we have a field which dates t= he particular entries, please?

       Have you considered requesting an annua= l update from all members? Something like 'have you checked you entry recent= ly and are there any changes / amendments, please'? Some of the information=20= seems to be quite old and in need of some attention.

       Regards,

       Chris Chapman
Subject: Re: Timing Accuracy Within WinSDR From: Dave Nelson davenn@............... Date: Fri, 04 Jul 2008 06:52:45 +1000 At 03:00 PM 7/3/2008 -0400, you wrote:
Hi Dave,
SNIP
      But could we have a field which dates the particular entries, please?
      Have you considered requesting an annual update from all members? Something like 'have you checked you entry recently and are there any changes / amendments, please'? Some of the information seems to be quite old and in need of some attention.
      Regards,
      Chris Chapman


Hi  Chris and group
   Yes Entry Dates,   that has been started after suggestions to me from John Lahr
last week. the Entry/ Update date will be in brackets to the left of the  member
number.
    when I find some time I will go back through at least some of the recent (last ~
couple of years and take some entry dates from when I received emails from
people when they wanted to be added.  I have saved a good number of those
emails.

Yes I usually do an annual  update request and have done so for the last 5+ years
and apart from that, the keeners members send me updates even without my
request  :)
    Unfortunately that doesn't help with members who have "passed away"  or
others who have  just left the seismology game and havent told me to delete them
from the list.  I'm sure there are prob. upwards of 6 stations that could be deleted
What do I do ?  email the 120 odd people directly and see if they respond ??
a time consuming job.  How long do I wait for a reply before deciding if they no
longer exist or just havent bothered to respond, before I delete them myself.  ??

maybe I just have no choice and need to do that   :)

In general the data is reasonably accurate. Particularly when related to the ~ 25%
of  really active stations ... the keen ones :)

some thoughts 

cheers
Dave Nelson
Sydney

Subject: Tungsten Rods From: "Gary Lindgren" gel@................. Date: Thu, 3 Jul 2008 16:07:16 -0700 I have been taking my time to get my first Lehman up and running. First = just to learn how the thing works and then to optimize the operation. In the = last month we have had lots of discussion on various Tungsten rods and other materials for the 2 horizontal rods and ball bearing support system. I = first tried various rod materials by trying to get as long resonant period, = but came to the conclusion this was difficult to repeat. Meredith on his = 6/25 message got me thinking to take a different approach. I reset the Lehman = for a short period (about 10 seconds) and then connected the sensor to the amplifier and watched the display as the amplitude decayed. Now we have something that can be easily measured and repeated. I standardized on measurements for 5 minutes or 300 seconds. The decay equation is Y=3D A = e- t/T where t is time and T is the time constant of the system. For materials = I used hardened steel, stainless steel, tungsten carbide (as received), tungsten carbide (mirror polished) 1/8=94 diameter rods. The ball = bearing is =BC=94 diameter silicon carbide.=20 Here is what I found for the time constants: Hardened steel: 154 seconds Stainless steel: 125 seconds Tungsten carbide ( as received): 155 seconds Tungsten carbide (mirror polish): 191 seconds =20 The goal is to have a high time constant, indicating lower friction. =20 Polishing: The tungsten carbide as received actually had a very good = polish when received, but not quite a mirror finish. I obtained 3 diamond = polishing grit sizes, starting out with 35u, then 15u, and finally 3u. The 35 and = 15u actually made the tungsten carbide rod rougher. I followed Chris = Chapman=92s method for polishing using a bent sheet of copper with the diamond = paste. =20 Conclusion: Polished tungsten carbide rods have the lowest friction. =20 =20 Gary =20 =20 =20 =20 Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 =20 650-326-0655 =20 = www.blue-eagle-technologies.com cymonsplace.blogspot.com=20 =20 =20

I have been taking my time to get my first Lehman = up and running. First just to learn how the thing works and then to optimize = the operation. In the last month we have had lots of discussion on various Tungsten = rods and other materials for the 2 horizontal rods and ball bearing support = system. I first tried various rod materials by trying to get as long resonant = period, but came to the conclusion this was difficult to repeat. Meredith on his = 6/25 message got me thinking to take a different approach. I reset the Lehman = for a short period (about 10 seconds) and then connected the sensor to the = amplifier and watched the display as the amplitude decayed. Now we have something = that can be easily measured and repeated. I standardized on measurements for = 5 minutes or 300 seconds. The decay equation is Y=3D A e- t/T where t is = time and T is the time constant of the system. For materials I used hardened steel, stainless steel, tungsten carbide (as received), tungsten carbide = (mirror polished) 1/8” diameter rods. The ball bearing is =BC” = diameter silicon carbide.

Here is what I found for the time = constants:

Hardened steel: 154 seconds

Stainless steel: 125 seconds

Tungsten carbide ( as received): 155 = seconds

Tungsten carbide (mirror polish): 191 = seconds

 

The goal is to have a high time constant, = indicating lower friction.

 

Polishing: The tungsten carbide as received = actually had a very good polish when received, but not quite a mirror finish. I = obtained 3 diamond polishing grit sizes, starting out with 35u, then 15u, and = finally 3u. The 35 and 15u actually made the tungsten carbide rod rougher. I = followed Chris Chapman’s method for polishing using a bent sheet of copper with = the diamond paste.

 

Conclusion: Polished tungsten carbide rods have the = lowest friction.

 

 

Gary

 

 

 

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655<= /span>

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 

Subject: Re: Tungsten Rods From: ChrisAtUpw@....... Date: Thu, 3 Jul 2008 22:40:18 EDT In a message dated 2008/07/04, gel@................. writes: > I have been taking my time to get my first Lehman up and running. First=20 > just to learn how the thing works and then to optimize the operation. In t= he=20 > last month we have had lots of discussion on various Tungsten rods and oth= er=20 > materials for the 2 horizontal rods and ball bearing support system. I fir= st=20 > tried various rod materials by trying to get as long resonant period, but=20= came=20 > to the conclusion this was difficult to repeat.=20 Hi Gary, You set the longitudinal tilt to get the required period. I can get 3= 0=20 seconds repeatably and quite easily using an 8 thou wire top suspension and=20= a=20 3/8" SS ball + a SS plane as the borrom. It is easier to use a simple vertical pensulum. Meredith on his 6/25 message got me thinking to take a different approach. I= =20 reset=20 > the Lehman for a short period (about 10 seconds) and then connected the=20 > sensor to the amplifier and watched the display as the amplitude decayed.=20= Now we=20 > have something that can be easily measured and repeated. I standardized on= =20 > measurements for 5 minutes or 300 seconds. The decay equation is Y=3D A e-= t/T=20 > where t is time and T is the time constant of the system. For materials I=20= used=20 > hardened steel,=20 No good. It corrodes quickly in use. >> stainless steel, Unless you used EN57 or another HARDENED martensitic stainless, it=20 will be far too soft. The ordinary Austenitic Stainless 304, 316 etc is much= too=20 soft. tungsten carbide (as received), tungsten carbide (mirror polished)=20 > 1/8=E2=80=9D diameter rods. The ball bearing is =C2=BC=E2=80=9D diameter s= ilicon carbide.=20 >=20 > Here is what I found for the time constants: >=20 > Hardened steel: 154 seconds >=20 > Stainless steel: 125 seconds >=20 > Tungsten carbide ( as received): 155 seconds >=20 > Tungsten carbide (mirror polish): 191 seconds These decay times are far too short to be correct. The decay also=20 depends on the rigidity of the support, any air resistance of the mass, the=20 roughness of the rods / balls, losses in the pendulum structure itself, the=20 dimensions of the rolling elements and on the swing angle. If you use an coi= l + magnet=20 sensor, this usually damps the pendulum A LOT. Was there a resistor across=20 the input to the amplifier? > The goal is to have a high time constant, indicating lower friction. > Polishing: The tungsten carbide as received actually had a very good polis= h=20 > when received, but not quite a mirror finish. I obtained 3 diamond polishi= ng=20 > grit sizes, starting out with 35u, then 15u, and finally 3u. The 35 and 15= u=20 > actually made the tungsten carbide rod rougher. I followed Chris Chapman= =E2=80=99s=20 > method for polishing using a bent sheet of copper with the diamond paste. > Conclusion: Polished tungsten carbide rods have the lowest friction. >> The decay equation is Y=3D A e- t/T=20 Unfortunately this is a myth. A free swinging pendulum does not behav= e=20 as a simple harmonic oscillator and decays with Coulomb type damping. See Randall Peters paper=20 http://arxiv.org/ftp/physics/papers/0306/0306081.pdf A SS ball bearing and a 1/4 section of polished skin graft scalpel=20 blade are the cheapest suspension <50c. Regards, Chris Chapman =20 In a me= ssage dated 2008/07/04, gel@................. writes:

I have been taking my time to g= et my first Lehman up and running. First just to learn how the thing works a= nd then to optimize the operation. In the last month we have had lots of dis= cussion on various Tungsten rods and other materials for the 2 horizontal ro= ds and ball bearing support system. I first tried various rod materials by t= rying to get as long resonant period, but came to the conclusion this was di= fficult to repeat.


Hi Gary,

       You set the longitudinal tilt to get th= e required period. I can get 30 seconds repeatably and quite easily using an= 8 thou wire top suspension and a 3/8" SS ball + a SS plane as the borrom.
       It is easier to use a simple vertical p= ensulum.

Meredith on his 6/25 message got me thinking to take a different approach. I= reset

the Lehman for a short period=20= (about 10 seconds) and then connected the sensor to the amplifier and watche= d the display as the amplitude decayed. Now we have something that can be ea= sily measured and repeated. I standardized on measurements for 5 minutes or=20= 300 seconds. The decay equation is Y=3D A e- t/T where t is time and T is th= e time constant of the system. For materials I used hardened steel, <= FONT COLOR=3D"#000000" BACK=3D"#ffffff" style=3D"BACKGROUND-COLOR: #ffffff"= SIZE=3D2 PTSIZE=3D10 FAMILY=3D"SANSSERIF" FACE=3D"Arial" LANG=3D"0">

       No good. It corrodes quickly in use.
>> stainless steel,

       Unless you used EN57 or another HARDENE= D martensitic stainless, it will be far too soft. The ordinary Austenitic St= ainless 304, 316 etc is much too soft.

tungsten carbide (as received), tungsten carbide (mirror polished)
<= FONT COLOR=3D"#000000" BACK=3D"#ffffff" style=3D"BACKGROUND-COLOR: #ffffff"= SIZE=3D2 PTSIZE=3D10 FAMILY=3D"SANSSERIF" FACE=3D"Arial" LANG=3D"0">
1/8=E2=80=9D diameter rods. Th= e ball bearing is =C2=BC=E2=80=9D diameter silicon carbide.

Here is what I found for the time constants:

Hardened steel: 154 seconds

Stainless steel: 125 seconds

Tungsten carbide ( as received): 155 seconds

Tungsten carbide (mirror polish): 191 seconds


       These decay times are far too short to=20= be correct. The decay also depends on the rigidity of the support, any air r= esistance of the mass, the roughness of the rods / balls, losses in the pend= ulum structure itself, the dimensions of the rolling elements and on the swi= ng angle. If you use an coil + magnet sensor, this usually damps the pendulu= m A LOT. Was there a resistor across the input to the amplifier?

The goal is to have a high time= constant, indicating lower friction.
Polishing: The tungsten carbide as received actually had a very good polish=20= when received, but not quite a mirror finish. I obtained 3 diamond polishing= grit sizes, starting out with 35u, then 15u, and finally 3u. The 35 and 15u= actually made the tungsten carbide rod rougher. I followed Chris Chapman= =E2=80=99s method for polishing using a bent sheet of copper with the diamon= d paste.
Conclusion: Polished tungsten carbide rods have the lowest friction.

>>   The decay equation is Y=3D A e- t/T

       Unfortunately this is a myth. A free sw= inging pendulum does not behave as a simple harmonic oscillator and decays w= ith Coulomb type damping.

       See Randall Peters paper http://arxiv.o= rg/ftp/physics/papers/0306/0306081.pdf

       A SS ball bearing and a 1/4 section of=20= polished skin graft scalpel blade are the cheapest suspension <50c.

       Regards,

       Chris Chapman
Subject: Re: amateur seismologist database From: Jan Froom JDarwin@............. Date: Thu, 03 Jul 2008 21:41:45 -0700 Yep... we're simply visually monitoring earth movements on a drum recorder, including but not limited to earthquakes. I have a four foot long drum recorder at Gilroy Gardens Theme Park here in Gilroy CA, and people from all around come just to see what earthquakes look like. They are amazed we can actually see ocean activity 15 miles away and are mesmerized watching the pen movement. I had the option of either going with a computerized digital seismograph display or a drum recorder... the drum recorder won hands down for public viewing. I've always found Dave's data base extremely useful when explaining about the PSN and the world wide connection of this amateur seismic group. I for one really appreciate Dave's work... Thanks Dave! Jan in Gilroy CA Thomas Dick wrote: > > Here I go again, showing my ignorance...... Just what does this mean? > In this day and age of digital verses analog, filtrating of > frequencies, short period versas long period and maybe even paper > seismograms --what are these people doing??? Please take this right. I > am trying to get a clear picture. Are they just visually monitoring > for earthquakes? > >> >> You are knocking something that has been VERY useful to many people >> for some 15 years :) > > No, Dave, I did not want my remarks to infer that I am "knocking" what > you are doing. I am trying to understand what you have. I cannot > criticize what I don't understand. But your dialogue allows > communication and better understanding as to whether/why I would want > to post information on the database. > >> > Maybe this dialog can help others in the same experience level as I. > Please --- keep up the work! > > Yours, just plain Tom > Yep... we're simply visually monitoring earth movements on a drum recorder, including but not limited to earthquakes.
I have a four foot long drum recorder at Gilroy Gardens Theme Park here in Gilroy CA,  and people from all around come just to see what earthquakes look like.  They are amazed we can actually see ocean activity 15 miles away and are mesmerized watching the pen movement. 

I had the option of either going with a computerized digital seismograph display or a drum recorder... the drum recorder won hands down for public viewing.

I've always found Dave's data base extremely useful when explaining about the PSN and the world wide connection of this amateur seismic group.  I for one really appreciate Dave's work... Thanks Dave!

Jan in Gilroy CA



Thomas Dick wrote:

Here I go again, showing my ignorance...... Just what does this mean?  In this day and age of digital verses analog, filtrating of frequencies, short period versas long period and maybe even paper seismograms --what are these people doing??? Please take this right. I am trying to get a clear picture. Are they just visually monitoring for earthquakes?


You are knocking something that has been VERY useful to many people for some 15 years   :)

No, Dave, I did not want my remarks to infer that I am "knocking" what you are doing. I am trying to understand what you have. I cannot criticize what I don't understand. But your dialogue allows communication and better understanding as to whether/why I would want to post information on the database.


Maybe this dialog can help others in the same experience level as I. Please --- keep up the work!

Yours, just plain Tom

Subject: Re: Tungsten Rods From: "Dale Hardy" photon1@........... Date: Fri, 4 Jul 2008 16:40:40 +1000 Excellent Gary, that is what it is all about, experimenting and testing the theories and = views expressed, then coming to your own conclusions, pleae keep it up regards Dale ----- Original Message -----=20 From: Gary Lindgren=20 To: psn-l@................. Sent: Friday, July 04, 2008 9:07 AM Subject: Tungsten Rods I have been taking my time to get my first Lehman up and running. = First just to learn how the thing works and then to optimize the = operation. In the last month we have had lots of discussion on various = Tungsten rods and other materials for the 2 horizontal rods and ball = bearing support system. I first tried various rod materials by trying to = get as long resonant period, but came to the conclusion this was = difficult to repeat. Meredith on his 6/25 message got me thinking to = take a different approach. I reset the Lehman for a short period (about = 10 seconds) and then connected the sensor to the amplifier and watched = the display as the amplitude decayed. Now we have something that can be = easily measured and repeated. I standardized on measurements for 5 = minutes or 300 seconds. The decay equation is Y=3D A e- t/T where t is = time and T is the time constant of the system. For materials I used = hardened steel, stainless steel, tungsten carbide (as received), = tungsten carbide (mirror polished) 1/8" diameter rods. The ball bearing = is =BC" diameter silicon carbide.=20 Here is what I found for the time constants: Hardened steel: 154 seconds Stainless steel: 125 seconds Tungsten carbide ( as received): 155 seconds Tungsten carbide (mirror polish): 191 seconds =20 The goal is to have a high time constant, indicating lower friction. =20 Polishing: The tungsten carbide as received actually had a very good = polish when received, but not quite a mirror finish. I obtained 3 = diamond polishing grit sizes, starting out with 35u, then 15u, and = finally 3u. The 35 and 15u actually made the tungsten carbide rod = rougher. I followed Chris Chapman's method for polishing using a bent = sheet of copper with the diamond paste. =20 Conclusion: Polished tungsten carbide rods have the lowest friction. =20 =20 Gary =20 =20 =20 =20 Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 =20 650-326-0655 =20 www.blue-eagle-technologies.com cymonsplace.blogspot.com=20 =20 =20 -------------------------------------------------------------------------= ----- No virus found in this incoming message. Checked by AVG.=20 Version: 7.5.524 / Virus Database: 270.4.3 - Release Date: 28/06/2008 = 12:00 AM
Excellent Gary,
that is what it is all about, = experimenting and=20 testing the theories and views expressed, then coming to your own=20 conclusions,
pleae keep it up
regards
Dale
----- Original Message -----
From:=20 Gary=20 Lindgren
Sent: Friday, July 04, 2008 = 9:07 AM
Subject: Tungsten Rods

I have been taking my time to get my first Lehman = up and=20 running. First just to learn how the thing works and then to optimize = the=20 operation. In the last month we have had lots of discussion on various = Tungsten rods and other materials for the 2 horizontal rods and ball = bearing=20 support system. I first tried various rod materials by trying to get = as long=20 resonant period, but came to the conclusion this was difficult to = repeat.=20 Meredith on his 6/25 message got me thinking to take a different = approach. I=20 reset the Lehman for a short period (about 10 seconds) and then = connected the=20 sensor to the amplifier and watched the display as the amplitude = decayed. Now=20 we have something that can be easily measured and repeated. I = standardized on=20 measurements for 5 minutes or 300 seconds. The decay equation is Y=3D = A e- t/T=20 where t is time and T is the time constant of the system. For = materials I used=20 hardened steel, stainless steel, tungsten carbide (as received), = tungsten=20 carbide (mirror polished) 1/8=94 diameter rods. The ball bearing is = =BC=94 diameter=20 silicon carbide.

Here is what I found for the time = constants:

Hardened steel: 154 seconds

Stainless steel: 125 seconds

Tungsten carbide ( as received): 155 = seconds

Tungsten carbide (mirror polish): 191=20 seconds

 

The goal is to have a high time constant, = indicating lower=20 friction.

 

Polishing: The tungsten carbide as received = actually had a=20 very good polish when received, but not quite a mirror finish. I = obtained 3=20 diamond polishing grit sizes, starting out with 35u, then 15u, and = finally 3u.=20 The 35 and 15u actually made the tungsten carbide rod rougher. I = followed=20 Chris Chapman=92s method for polishing using a bent sheet of copper = with the=20 diamond paste.

 

Conclusion: Polished tungsten carbide rods have = the lowest=20 friction.

 

 

Gary

 

 

 

 

Gary=20 Lindgren

585=20 Lincoln Ave

Palo=20 Alto CA 94301

 

650-326-0655

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 


No virus found in this incoming message.
Checked by AVG.=20
Version: 7.5.524 / Virus Database: 270.4.3 - Release Date: = 28/06/2008=20 12:00 AM
Subject: Re: amateur seismologist database From: Dave Nelson davenn@............... Date: Fri, 04 Jul 2008 18:36:36 +1000 Jan,
  you'll get me all teary eyed  ;)
   I so miss my old paper drum recorder that I had in New Zealand.   It was far to
big to ship to australia  :(
  Watching the ink pen trace out on the paper was indeed mesmerizing I used to
just sit there for many minutes at a time some times just watching the micro
seisms and other general man-made noise and then periodically I would be around
 when the alarm went off and the pen really started swinging!
 .... those were the days  ;)
Had a drum recorder first  then later on it ran concurrently with the digital system
till I left NZ.

take care
Dave Nelson
Sydney

At 09:41 PM 7/3/2008 -0700, you wrote:
Yep... we're simply visually monitoring earth movements on a drum recorder, including but not limited to earthquakes.
I have a four foot long drum recorder at Gilroy Gardens Theme Park here in Gilroy CA,  and people from all around come just to see what earthquakes look like.  They are amazed we can actually see ocean activity 15 miles away and are mesmerized watching the pen movement. 

SNIP

Jan in Gilroy CA
Subject: Re: Tungsten Rods From: Brett Nordgren Brett3nt@............. Date: Fri, 04 Jul 2008 11:25:27 -0400 Gary, I agree with Chris that the decay times are likely being affected by the=20 rigidity of your setup. Precision pendulum clock makers learned long ago=20 that they needed to have an extremely rigid mounting from which to hang the= =20 pendulum, or the energy loss could be considerable. Air resistance is a=20 smaller effect at our long periods, but with a good enough pivot, you might= =20 be able to see its effect. It's my opinion that a decaying exponential is a decent approximation to=20 what you will normally observe. There are undoubtedly second-order=20 nonlinearities due to all sorts of things, as observed by Dr.=20 Peters. Plotting the difference between what you observe and a theoretical= =20 exponential curve might be interesting, but I argue that the difference=20 will not be all that large. Possibly worth some more experiments? It would be interesting to see how a rolling foil pivot would=20 perform. See: http://bnordgren.org/seismo/RollingLehman.pdf and=20 http://bnordgren.org/seismo/zerohng2.pdf In theory that should have=20 virtually no friction. It might not be easy to implement as the hinge=20 would need to be on the back side of the support from the boom, and you=20 would need some sort of way for the boom to wrap around the support. That= =20 is shown in "RollingLehman.pdf", which is a top view of two possible ways=20 of designing the pivot. That pdf also includes a sketch of the hinge=20 design which I got from Chris Chapman. Also, you would need to carefully=20 adjust the support wire length so that the tension on the upper and lower=20 foils will be roughly equal. With that arrangement, most damping would=20 likely be from motions of the top of the support rod. The foils should be= =20 as thin as you can make them. If the mass isn't too great, you might be=20 able to use .001" foil. Regards, Brett At 04:07 PM 7/3/2008 -0700, you wrote: >I have been taking my time to get my first Lehman up and running. First=20 >just to learn how the thing works and then to optimize the operation. In=20 >the last month we have had lots of discussion on various Tungsten rods and= =20 >other materials for the 2 horizontal rods and ball bearing support system.= =20 >I first tried various rod materials by trying to get as long resonant=20 >period, but came to the conclusion this was difficult to repeat. Meredith= =20 >on his 6/25 message got me thinking to take a different approach. I reset= =20 >the Lehman for a short period (about 10 seconds) and then connected the=20 >sensor to the amplifier and watched the display as the amplitude decayed.= =20 >Now we have something that can be easily measured and repeated. I=20 >standardized on measurements for 5 minutes or 300 seconds. The decay=20 >equation is Y=3D A e- t/T where t is time and T is the time constant of the= =20 >system. For materials I used hardened steel, stainless steel, tungsten=20 >carbide (as received), tungsten carbide (mirror polished) 1/8 diameter=20 >rods. The ball bearing is =BC diameter silicon carbide. > >Here is what I found for the time constants: > >Hardened steel: 154 seconds > >Stainless steel: 125 seconds > >Tungsten carbide ( as received): 155 seconds > >Tungsten carbide (mirror polish): 191 seconds > > > >The goal is to have a high time constant, indicating lower friction. > > > >Polishing: The tungsten carbide as received actually had a very good=20 >polish when received, but not quite a mirror finish. I obtained 3 diamond= =20 >polishing grit sizes, starting out with 35u, then 15u, and finally 3u. The= =20 >35 and 15u actually made the tungsten carbide rod rougher. I followed=20 >Chris Chapman s method for polishing using a bent sheet of copper with the= =20 >diamond paste. > > > >Conclusion: Polished tungsten carbide rods have the lowest friction. > > > > > >Gary > > > > > > > > > >Gary Lindgren > >585 Lincoln Ave > >Palo Alto CA 94301 > > > >650-326-0655 > > > >www.blue-eagle-technologies.com > >cymonsplace.blogspot.com > > > > My e-mail address above should be working, but if not you can always use my mail form at: http://bnordgren.org/contactB.html using your Web browser.=20 __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Tungsten Rods From: Charles Patton charles.r.patton@........ Date: Fri, 04 Jul 2008 09:53:42 -0700 Hi Brett, You may recall that I suggested a rolling “rocking chair” like sensor a while back. Well I built one out of two ½” floor pipe flanges and a ½” x 3” pipe nipple. I took care to machine the flange edges round and somewhat smooth with valve grinding compound. A couple of pieces of ¼” threaded rod at right-angles to the axis of the nipple balanced the “rocking chair.” I always had in the background the thought that this would then be a rolling band bearing pivot. But to simply the first tests, I wrapped a single 0.001” stainless steel wire around each flange edge and placed the rolling affair on a piece of glass. I adjusted to about 5 seconds period and could get a couple of swings. Bah humbug. But thinking about it, I wondered if the “softness” of the SS wire might be the problem, so I switched to some 0.01” diameter music wire – much harder. Things were considerably improved. The whole thing was still not tremendous because now I could see actual problems with smoothness of the roll – probably specks of dust in the path of the bearing points. So conclusions I took away from this test and the discussions in this thread. 1) Even very small amounts of friction, such as the compressions of non-elastic soft steel, can be detrimental. Use only hardened wire or foil such as spring steel for the bands. 2) I feel wire is preferable to foil as the ability to “cut” through specs of dust will help in real life environments. 3) Use the smallest diameter pivot commensurate with fatigue failure properties of the wire vs. pivot diameter. This in order to give maximum ratio of leverage of the pendulum bob to the pivot roll wire diameter/friction. While on the subject of pivots, I’m going to start another thread with a question for you Brett. Regards, Charles R Patton Brett Nordgren wrote: > Gary, > > I agree with Chris that the decay times are likely being affected by the > rigidity of your setup. Precision pendulum clock makers learned long > ago that they needed to have an extremely rigid mounting from which to > hang the pendulum, or the energy loss could be considerable. Air > resistance is a smaller effect at our long periods, but with a good > enough pivot, you might be able to see its effect. > > It's my opinion that a decaying exponential is a decent approximation to > what you will normally observe. There are undoubtedly second-order > nonlinearities due to all sorts of things, as observed by Dr. Peters. > Plotting the difference between what you observe and a theoretical > exponential curve might be interesting, but I argue that the difference > will not be all that large. Possibly worth some more experiments? > > It would be interesting to see how a rolling foil pivot would perform. > See: http://bnordgren.org/seismo/RollingLehman.pdf and > http://bnordgren.org/seismo/zerohng2.pdf In theory that should have > virtually no friction. It might not be easy to implement as the hinge > would need to be on the back side of the support from the boom, and you > would need some sort of way for the boom to wrap around the support. > That is shown in "RollingLehman.pdf", which is a top view of two > possible ways of designing the pivot. That pdf also includes a sketch > of the hinge design which I got from Chris Chapman. Also, you would > need to carefully adjust the support wire length so that the tension on > the upper and lower foils will be roughly equal. With that arrangement, > most damping would likely be from motions of the top of the support > rod. The foils should be as thin as you can make them. If the mass > isn't too great, you might be able to use .001" foil. > > Regards, > Brett > > At 04:07 PM 7/3/2008 -0700, you wrote: > >> I have been taking my time to get my first Lehman up and running. >> First just to learn how the thing works and then to optimize the >> operation. In the last month we have had lots of discussion on various >> Tungsten rods and other materials for the 2 horizontal rods and ball >> bearing support system. I first tried various rod materials by trying >> to get as long resonant period, but came to the conclusion this was >> difficult to repeat. Meredith on his 6/25 message got me thinking to >> take a different approach. I reset the Lehman for a short period >> (about 10 seconds) and then connected the sensor to the amplifier and >> watched the display as the amplitude decayed. Now we have something >> that can be easily measured and repeated. I standardized on >> measurements for 5 minutes or 300 seconds. The decay equation is Y= A >> e- t/T where t is time and T is the time constant of the system. For >> materials I used hardened steel, stainless steel, tungsten carbide (as >> received), tungsten carbide (mirror polished) 1/8 diameter rods. The >> ball bearing is ¼ diameter silicon carbide. >> >> Here is what I found for the time constants: >> >> Hardened steel: 154 seconds >> >> Stainless steel: 125 seconds >> >> Tungsten carbide ( as received): 155 seconds >> >> Tungsten carbide (mirror polish): 191 seconds >> >> >> >> The goal is to have a high time constant, indicating lower friction. >> >> >> >> Polishing: The tungsten carbide as received actually had a very good >> polish when received, but not quite a mirror finish. I obtained 3 >> diamond polishing grit sizes, starting out with 35u, then 15u, and >> finally 3u. The 35 and 15u actually made the tungsten carbide rod >> rougher. I followed Chris Chapman s method for polishing using a bent >> sheet of copper with the diamond paste. >> >> >> >> Conclusion: Polished tungsten carbide rods have the lowest friction. >> >> >> >> >> >> Gary >> >> >> >> >> >> >> >> >> >> Gary Lindgren >> >> 585 Lincoln Ave >> >> Palo Alto CA 94301 >> >> >> >> 650-326-0655 >> >> >> >> www.blue-eagle-technologies.com >> >> cymonsplace.blogspot.com >> >> >> >> > > > > My e-mail address above should be working, but if not > you can always use my mail form at: http://bnordgren.org/contactB.html > using your Web browser. > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with the body of > the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: A vertical and horizontal sensing pendulum From: "meredith lamb" paleoartifact@......... Date: Fri, 4 Jul 2008 11:22:30 -0600 Hi all, This web page is of a novel but likely dated ~1 second pendulum, that could respond to vertical and horizontal mass movements. What the heck; it is kind of interesting...but it would likely need high gain sensors. No springs necessary. A possible "twofer"....the price of one support frame. The bottom pic is probably the best. http://seismometer.googlepages.com/vh Take care, Meredith
Hi all,
 
This web page is of a novel but likely dated ~1 second pendulum, that could respond to vertical and horizontal
mass movements.  What the heck; it is kind of interesting...but it would likely need high gain sensors.
No springs necessary.  A possible "twofer"....the price of one support frame.  The bottom pic is probably the best.
 
 
Take care, Meredith
 
 
Subject: Re: Timing Accuracy Within WinSDR From: Larry Cochrane lcochrane@.............. Date: Fri, 04 Jul 2008 16:02:10 -0700 Chris and Tom, A/D data is time stamped at the digitizer board (http://www.seismicnet.com/serialatod.html), when a GPS receiver is connected to it. WinSDR does not use the computer's time when GPS time is used as a reference. If everything is working correctly the accuracy should be under +-4 milliseconds, will within one sample time at 100 samples per second. The GPS receiver connected to the board must have a 1 pulse per second (PPS) signal, that is why the board only supports the Garmin GPS 16/18 sensor and the now obsolete Motorola ONCORE receiver. The firmware on the board maintains an accumulator, incremented by a 1 millisecond interrupt, that contains the time of day (UTC time) down to the millisecond. This 1 ms interrupt also monitors the 1 PPS GPS signal. At the top of the second the accumulator time is saved and sent to the host computer (running WinSDR) along with the ADC data. It's up to the host computer to adjust the ADC time accumulator, by sending commands to the board, to stay within a few milliseconds of UTC time. The time of day from the GPS NMEA messages is also parsed and sent to the host computer so it knows what second the pulse happened at. Tom, You should not be trying to use earthquakes to check your station timing! There are just too many variables. The accuracy of the travel time tables being one of them. If you suspect that your timing is not correct you should inject a signal at a known time into the A/D board and viewing the results in WinQuake. One way of doing this is to disturb the sensor at the top of the minute by listening to one of the WWV stations and jumping next to the sensor right at the top of the minute mark. Another way would be to connect a 1.5 volt battery to the input of the A/D channel, again right at the top of the minute mark. With a little practice you should be able able to get you test pulse to within +-100 ms of UTC time. While a test like this will not give you millisecond accuracy it should be good enough to make sure you are within +- 1/2 second of UTC time. Regards, Larry Cochrane Redwood City, PSN ChrisAtUpw@....... wrote: > I am not sure how WinSDR actually does the timing, even when corrected > by GPS. The display program will presumably use the software clock on your > computer. Have you asked Larry? The software clocks fitted to PC computers are > often crap. They can loose or gain 10s of minutes per day. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Tungsten Rods (again) From: Brett Nordgren Brett3nt@............. Date: Fri, 04 Jul 2008 22:46:55 -0400 Gary, One correction to what I'd written previously. In corresponding with Chris and re-reading Dr. Peters' paper, I have had to conclude that for pivots in general, as well as for other elements which aren't specifically designed to be velocity dampers, their resistance force has no reason to be accurately proportional to velocity. I believe that velocity relation is needed to derive the exponential shape for the envelope decay. Under some conditions air resistance might possibly act as a form of velocity damper, but hinges in general, probably don't. Therefore, as Chris says, the oscillation decay probably isn't going to be exponential to any great degree of accuracy. Regards, Brett At 04:07 PM 7/3/2008 -0700, you wrote: >I have been taking my time to get my first Lehman up and running. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Europe Update From: Dave Nelson davenn@............... Date: Sat, 05 Jul 2008 16:46:45 +1000 Hi gang Trust everyone in the USA is having a good 4th July celebrations As promised I have revamped the UK-Europe map to one of much of better quality and resolution http://www.sydneystormcity.com/eu.htm Dont forget .... if you dont see it when you visit the page .... click on your refresh button :) I will work my way through some other areas as I'm able to In particular Hawaii in on the "to do" list yup just for you Tony ;) take care all Have a good weekend Dave N Sydney __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Okhotsk Mw7.5 earthquake From: =?ISO-8859-1?Q?J=F3n_Fr=EDmann?= jonfr@......... Date: Sat, 05 Jul 2008 06:58:33 +0000 Hi all I am surpriced by the fact how well the Okhotsk did appear on my station. The earthquakes P wave is actually visable on both of my station. It is even stronger at Hekla sensor then on my station here at Hvammstangi. It did also appear on the Mosfellsb=E6r station, but at a lot lower degree as that station has lower gain. The depth of this quake was 631 km according to EMSC. But one thing is for sure, this earthquake did appear unusaly clear on my stations. More details on the earthquake can be found here. http://www.emsc-csem.org/index.php?page=3Dcurrent&sub=3Ddetail&id=3D91500 Regards. --=20 J=F3n Fr=EDmann http://www.jonfr.com http://earthquakes.jonfr.com http://www.net303.net http://www.mobile-coverage.com/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Europe Update From: =?ISO-8859-1?Q?J=F3n_Fr=EDmann?= jonfr@......... Date: Sat, 05 Jul 2008 07:01:50 +0000 Hi I will send you a update when I move to Denmark sometimes in the year 2010. Don't worry. I am going to run few sensors in Iceland and collect the data over the internet. Regards. J=F3n Fr=EDmann. On Sat, 2008-07-05 at 16:46 +1000, Dave Nelson wrote: > Hi gang > Trust everyone in the USA is having a good 4th July=20 > celebrations >=20 > As promised I have revamped the UK-Europe map to one of much of > better quality and resolution http://www.sydneystormcity.com/eu.htm > Dont forget .... if you dont see it when you visit the page .... cli= ck=20 > on your > refresh button :) >=20 > I will work my way through some other areas as I'm able to > In particular Hawaii in on the "to do" list yup just for you Tony = ;) >=20 > take care all > Have a good weekend >=20 > Dave N > Sydney >=20 > __________________________________________________________ >=20 > Public Seismic Network Mailing List (PSN-L) >=20 > To leave this list email PSN-L-REQUEST@.............. with=20 > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Okhotsk Mw7.5 earthquake From: "Ian Smith" ian@........... Date: Sat, 5 Jul 2008 08:25:14 +0100 Hi, my Lehman is still having sensitivity problems, though it did pick it up bu= t the surprising thing is that my geophone got a huge signal. The level of signal is roughly equvalent to my jumping on top of the enclosure box - I kid you not! So anyone awake in the UK at that time migh= t well have felt it. It's at http://www.iasmith.com Ian On Sat, Jul 5, 2008 at 7:58 AM, J=F3n Fr=EDmann wrote: > Hi all > > I am surpriced by the fact how well the Okhotsk did appear on my > station. The earthquakes P wave is actually visable on both of my > station. It is even stronger at Hekla sensor then on my station here at > Hvammstangi. It did also appear on the Mosfellsb=E6r station, but at a lo= t > lower degree as that station has lower gain. > > The depth of this quake was 631 km according to EMSC. But one thing is > for sure, this earthquake did appear unusaly clear on my stations. > > More details on the earthquake can be found here. > http://www.emsc-csem.org/index.php?page=3Dcurrent&sub=3Ddetail&id=3D91500 > > Regards. > -- > J=F3n Fr=EDmann > http://www.jonfr.com > http://earthquakes.jonfr.com > http://www.net303.net > http://www.mobile-coverage.com/ > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. >
Hi,
 
my Lehman is still having sensitivity problems, though it did pick it = up but the surprising thing is that my geophone got a huge signal.
 
The level of signal is roughly equvalent to my jumping on top of the e= nclosure box - I kid you not!  So anyone awake in the UK at that time = might well have felt it.  It's at http://www.iasmith.com
 
Ian

 
On Sat, Jul 5, 2008 at 7:58 AM, J=F3n Fr=EDmann = <jonfr@.........> wrote:
Hi all

I am surpriced by = the fact how well the Okhotsk did appear on my
station. The earthquakes = P wave is actually visable on both of my
station. It is even stronger at Hekla sensor then on my station here at
= Hvammstangi. It did also appear on the Mosfellsb=E6r station, but at a lot<= br>lower degree as that station has lower gain.

The depth of this qu= ake was 631 km according to EMSC. But one thing is
for sure, this earthquake did appear unusaly clear on my stations.

M= ore details on the earthquake can be found here.
http://www.emsc-csem.org/index.php?page=3Dcurrent&sub=3Dd= etail&id=3D91500

Regards.
--
J=F3n Fr=EDmann
http://www.jonfr.com
http://earthquakes.jonfr.com
http://www.net303.net
http://www.mo= bile-coverage.com/

_____________________________________________= _____________

Public Seismic Network Mailing List (PSN-L)

To = leave this list email PSN-L= -REQUEST@.............. with
the body of the message (first line only): unsubscribe
See http://www.seismic= net.com/maillist.html for more information.

Subject: Re: Okhotsk Mw7.5 earthquake From: ChrisAtUpw@....... Date: Sat, 5 Jul 2008 07:38:56 EDT In a message dated 2008/07/05, ian@........... writes: > my Lehman is still having sensitivity problems, though it did pick it up > but the surprising thing is that my geophone got a huge signal. > > The level of signal is roughly equvalent to my jumping on top of the > enclosure box - I kid you not! So anyone awake in the UK at that time might well > have felt it. It's at http://www.iasmith.com Hi Ian, It was very deep, 605 km, so the surface waves would be relatively weak and about 150 degrees. It came through strongly on the modified AS1. I can't read http://www.iasmith.com ---> I just get ''can't find the web page''. Can you fix it please? Regards, Chris Chapman In a me= ssage dated 2008/07/05, ian@........... writes:

my Lehman is still having sensi= tivity problems, though it did pick it up but the surprising thing is that m= y geophone got a huge signal.

The level of signal is roughly equvalent to my jumping on top of the enclosu= re box - I kid you not!  So anyone awake in the UK at that time might w= ell have felt it.  It's at http://w= ww.iasmith.com


Hi Ian,

       It was very deep, 605 km, so the surfac= e waves would be relatively weak and about 150 degrees.

       It came through strongly on the modifie= d AS1.

       I can't read http://www.iasmith.com ---> I just get ''can't find the web= page''. Can you fix it please?

       Regards,

       Chris Chapman
Subject: Re: Okhotsk Mw7.5 earthquake From: Steinar Midtskogen steinar@............. Date: Sat, 05 Jul 2008 16:14:30 +0200 {Jón Frímann] > Hi all > > I am surpriced by the fact how well the Okhotsk did appear on my > station. The earthquakes P wave is actually visable on both of my > station. It is even stronger at Hekla sensor then on my station here at > Hvammstangi. It did also appear on the Mosfellsbær station, but at a lot > lower degree as that station has lower gain. It totally swamped my station in Oslo 6917 km away, even the P wave: http://voksenlia.net/nytt/2008/seismo-20080705.jpg I've put a SAC file from 02:12 to 04:12 on: http://voksenlia.net/nytt/2008/seismo-20080705.sac Regards, -- Steinar Midtskogen http://voksenlia.net __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Is a Lehman geometry rolling pivot inherently unstable? From: Charles R Patton charles.r.patton@........ Date: Sat, 05 Jul 2008 09:23:51 -0700 Hi Brett, I tried to send this yesterday, but think I messed up the addressing, but it gave me a chance to correct a couple of errors. Question: Is a Lehman geometry rolling pivot inherently unstable? Discussion: Assume: 1) That the Lehman is constructed in a typical “garden gate” fashion with a horizontal main beam with rolling pivot and a suspension wire to the pivot bearing. 2) At the point of the rolling pivot, the wire does not bend. I.e., the wire/pivot may be considered rigid in that area. This constraint will hold true if the wire rigidity is greater than the torque required to roll the pivot. Something I believe is a reasonable constraint/assumption. So, if the Lehman is adjusted to a long period, a very small change in the geometry will lead to big changes in period/stability. In particular, with the suspension wire version it seems to me that as the beam moves from a centered position, the effective length of the suspension wire increases due to the movement of the pivot contact point around the diameter of the pivot rod along with the contact point moving sideways along the line of contact. Making it simple to do the mind experiment imagine going through 90 degrees. The wire lengthens by ½ the rod diameter. The contact point moves sideways by ¼ x pi x dia or approx 0.78 dia. So as the pivot rotates, the wire length starts to lengthen by 0.5 dia, which is the condition for stability. Now the lower beam pivot does the same thing but acts in the direction to shorten it by 0.5 dia. The sideways motions do not cancel but lead to increased rotation of the gate. By definition, the wire is at an angle to the beam, so that means that in all real constructions, the lower beam shortening effect is larger than the suspension wire effect (cos(wire/beam angle) x 0.5), but both effects lead to a lowering of the bob as it moves sideways. Energy constraints say that the bob wants to go to the lowest potential energy (flopping). This does not consider the additional effects that the gate is twisting due to the rolling pivots. So is this a possible explanation of the difficulty many people describe in trying to adjust a Lehman? I pose this to you since you’ve always been good with the mechanical simulations to see if I’m way off in this conjecture. An added question is this: What is the effect of the moving effective pivot point in a flexture pivot? Since a standard rectangular shim (or rod/wire) flexure point cannot not have a fixed point due to the stress/strain relationships as the flexure bends and the weight shifts to a side load the point would move back (?) towards the upright on the upper wire/beam and probably towards the support (again shortening the beam and lowering the bob) on a lower tension type flexure. Am I all wet --a welcome condition on a hot, hot 4th of July? (I started this email on the 4^th and did some corrections on the 5th) Comments welcome. Regards, Charles R. Patton __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Okhotsk Mw7.5 earthquake From: Pete Rowe ptrowe@......... Date: Sat, 5 Jul 2008 09:50:56 -0700 (PDT) My recording is at www dot rowelabs dot com right now 16:45 utc. The quake a little over an hour before the big one is a 2.7 near me on the = east side of San Jose, CA. I have a lot of these to keep me interested. Pete --- On Fri, 7/4/08, J=F3n Fr=EDmann wrote: > From: J=F3n Fr=EDmann > Subject: Okhotsk Mw7.5 earthquake > To: "PSN-Postlist" > Date: Friday, July 4, 2008, 11:58 PM > Hi all >=20 > I am surpriced by the fact how well the Okhotsk did appear > on my > station. The earthquakes P wave is actually visable on both > of my > station. It is even stronger at Hekla sensor then on my > station here at > Hvammstangi. It did also appear on the Mosfellsb=E6r > station, but at a lot > lower degree as that station has lower gain. >=20 > The depth of this quake was 631 km according to EMSC. But > one thing is > for sure, this earthquake did appear unusaly clear on my > stations. >=20 > More details on the earthquake can be found here. > http://www.emsc-csem.org/index.php?page=3Dcurrent&sub=3Ddetail&id=3D91500 >=20 > Regards. > --=20 > J=F3n Fr=EDmann > http://www.jonfr.com > http://earthquakes.jonfr.com > http://www.net303.net > http://www.mobile-coverage.com/ >=20 > __________________________________________________________ >=20 > Public Seismic Network Mailing List (PSN-L) >=20 > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more > information.=0A=0A=0A __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Okhotsk Mw7.5 earthquake From: Pete Rowe ptrowe@......... Date: Sat, 5 Jul 2008 09:50:56 -0700 (PDT) My recording is at www dot rowelabs dot com right now 16:45 utc. The quake a little over an hour before the big one is a 2.7 near me on the = east side of San Jose, CA. I have a lot of these to keep me interested. Pete --- On Fri, 7/4/08, J=F3n Fr=EDmann wrote: > From: J=F3n Fr=EDmann > Subject: Okhotsk Mw7.5 earthquake > To: "PSN-Postlist" > Date: Friday, July 4, 2008, 11:58 PM > Hi all >=20 > I am surpriced by the fact how well the Okhotsk did appear > on my > station. The earthquakes P wave is actually visable on both > of my > station. It is even stronger at Hekla sensor then on my > station here at > Hvammstangi. It did also appear on the Mosfellsb=E6r > station, but at a lot > lower degree as that station has lower gain. >=20 > The depth of this quake was 631 km according to EMSC. But > one thing is > for sure, this earthquake did appear unusaly clear on my > stations. >=20 > More details on the earthquake can be found here. > http://www.emsc-csem.org/index.php?page=3Dcurrent&sub=3Ddetail&id=3D91500 >=20 > Regards. > --=20 > J=F3n Fr=EDmann > http://www.jonfr.com > http://earthquakes.jonfr.com > http://www.net303.net > http://www.mobile-coverage.com/ >=20 > __________________________________________________________ >=20 > Public Seismic Network Mailing List (PSN-L) >=20 > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more > information.=0A=0A=0A __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Timing Accuracy Within WinSDR From: Pete Rowe ptrowe@......... Date: Sat, 5 Jul 2008 10:20:48 -0700 (PDT) Hi Larry I have several types of GPS boards, all of which have 1 pps outputs. What is special about the Garmin and Oncore? Pete --- On Fri, 7/4/08, Larry Cochrane wrote: > From: Larry Cochrane > Subject: Re: Timing Accuracy Within WinSDR > To: psn-l@.............. > Date: Friday, July 4, 2008, 4:02 PM > Chris and Tom, > > A/D data is time stamped at the digitizer board > (http://www.seismicnet.com/serialatod.html), when a GPS > receiver is connected to it. > WinSDR does not use the computer's time when GPS time > is used as a reference. If > everything is working correctly the accuracy should be > under +-4 milliseconds, will > within one sample time at 100 samples per second. The GPS > receiver connected to the > board must have a 1 pulse per second (PPS) signal, that is > why the board only > supports the Garmin GPS 16/18 sensor and the now obsolete > Motorola ONCORE receiver. > > The firmware on the board maintains an accumulator, > incremented by a 1 millisecond > interrupt, that contains the time of day (UTC time) down to > the millisecond. This 1 > ms interrupt also monitors the 1 PPS GPS signal. At the top > of the second the > accumulator time is saved and sent to the host computer > (running WinSDR) along with > the ADC data. It's up to the host computer to adjust > the ADC time accumulator, by > sending commands to the board, to stay within a few > milliseconds of UTC time. The > time of day from the GPS NMEA messages is also parsed and > sent to the host computer > so it knows what second the pulse happened at. > > Tom, > > You should not be trying to use earthquakes to check your > station timing! There are > just too many variables. The accuracy of the travel time > tables being one of them. If > you suspect that your timing is not correct you should > inject a signal at a known > time into the A/D board and viewing the results in > WinQuake. One way of doing this is > to disturb the sensor at the top of the minute by listening > to one of the WWV > stations and jumping next to the sensor right at the top of > the minute mark. Another > way would be to connect a 1.5 volt battery to the input of > the A/D channel, again > right at the top of the minute mark. With a little practice > you should be able able > to get you test pulse to within +-100 ms of UTC time. While > a test like this will not > give you millisecond accuracy it should be good enough to > make sure you are within +- > 1/2 second of UTC time. > > Regards, > Larry Cochrane > Redwood City, PSN > > ChrisAtUpw@....... wrote: > > I am not sure how WinSDR actually does the > timing, even when corrected > > by GPS. The display program will presumably use the > software clock on your > > computer. Have you asked Larry? The software clocks > fitted to PC computers are > > often crap. They can loose or gain 10s of minutes per > day. > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more > information. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? From: ChrisAtUpw@....... Date: Sat, 5 Jul 2008 17:57:14 EDT In a message dated 2008/07/05, charles.r.patton@........ writes: > Discussion: > Assume: > 1) That the Lehman is constructed in a typical =E2=80=9Cgarden gate=E2=80= =9D fashion=20 > with a horizontal main beam with rolling pivot and a suspension wire to=20 > the pivot bearing. > 2) At the point of the rolling pivot, the wire does not bend. I.e., the=20 > wire/pivot may be considered rigid in that area. This constraint will=20 > hold true if the wire rigidity is greater than the torque required to=20 > roll the pivot. Something I believe is a reasonable constraint/assumption. Hi Charles, Can you define the systems that you are considering more clearly,=20 please? I get a confused word picture in my mind. There are two types of crossed flexure suspension. In one type two=20 flat strips / straight wires are clamped at right angles - the classic cross= ed=20 foil suspension. As they flex, the suspension point moves to one side along=20= an=20 ellipse about the fixed member. In the other sort, you have figure of 8 foil / wire loops rolling on=20 cylinders and the flexure point moves in a circle around the fixed pivot. Remember that the fixed clamp / vertical support rod is nearer to the= =20 mass and the moving clamp / rod on the arm is on the far side of the support= =20 rod.=20 However, in both systems as the mass moves to one side, the plane=20 containing the centre of mass, the top suspension and the bottom flexure mak= es an=20 increasing angle to the vertical and hence, it is stable. =20 We need to consider deflections of less then 5 degrees. I can imagine amateur constructors 'getting into trouble' with=20 inadequately designed levelling systems. I provide spherical ends to the lev= elling=20 screws, either by fitting a SS dome nut or by gluing a SS bearing into the e= nd=20 of the bolt (preferable). There is inevitably some side to side 'slop' in sc= rew=20 threads. I provide a wavy spring washer and a locknut on the top side of the= =20 frame to keep the levelling screws in fairly high tension at all times. The=20 levelling screw and the fixed thread should both be made of the same metal t= o=20 mimise expansion effects. You definitely do need a smooth hard flat surface=20= on=20 the ground for the spherical ends to rest on. I use 2" - 3" square x 1/8" th= ick=20 SS plates. =20 Regards, Chris Chapman =20 In a me= ssage dated 2008/07/05, charles.r.patton@........ writes:

Discussion:
Assume:
1) That the Lehman is constructed in a typical =E2=80=9Cgarden gate=E2=80= =9D fashion
with a horizontal main beam with rolling pivot and a suspension wire to
the pivot bearing.
2) At the point of the rolling pivot, the wire does not bend. I.e., the
wire/pivot may be considered rigid in that area. This constraint will
hold true if the wire rigidity is greater than the torque required to
roll the pivot. Something I believe is a reasonable constraint/assumption.


Hi Charles,

       Can you define the systems that you are= considering more clearly, please?

       I get a confused word picture in my min= d.

       There are two types of crossed flexure=20= suspension. In one type two flat strips / straight wires are clamped at righ= t angles - the classic crossed foil suspension. As they flex, the suspension= point moves to one side along an ellipse about the fixed member.
       In the other sort, you have figure of 8= foil / wire loops rolling on cylinders and the flexure point moves in a cir= cle around the fixed pivot.
       Remember that the fixed clamp / vertica= l support rod is nearer to the mass and the moving clamp / rod on the arm is= on the far side of the support rod.
       However, in both systems as the mass mo= ves to one side, the plane containing the centre of mass, the top suspension= and the bottom flexure makes an increasing angle to the vertical and hence,= it is stable. 
       We need to consider deflections of less= then 5 degrees.

       I can imagine amateur constructors 'get= ting into trouble' with inadequately designed levelling systems. I provide s= pherical ends to the levelling screws, either by fitting a SS dome nut or by= gluing a SS bearing into the end of the bolt (preferable). There is inevita= bly some side to side 'slop' in screw threads. I provide a wavy spring washe= r and a locknut on the top side of the frame to keep the levelling screws in= fairly high tension at all times. The levelling screw and the fixed thread=20= should both be made of the same metal to mimise expansion effects. You defin= itely do need a smooth hard flat surface on the ground for the spherical end= s to rest on. I use 2" - 3" square x 1/8" thick SS plates.
 
       Regards,

       Chris Chapman

Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? From: Charles Patton charles.r.patton@........ Date: Sat, 05 Jul 2008 16:07:54 -0700 ChrisAtUpw@....... wrote: > In a message dated 2008/07/05, charles.r.patton@........ writes: > >> Discussion: >> Assume: >> 1) That the Lehman is constructed in a typical “garden gate†fashion >> with a horizontal main beam with rolling pivot and a suspension wire to >> the pivot bearing. >> 2) At the point of the rolling pivot, the wire does not bend. I.e., the >> wire/pivot may be considered rigid in that area. This constraint will >> hold true if the wire rigidity is greater than the torque required to >> roll the pivot. Something I believe is a reasonable constraint/assumption. > > > > Hi Charles, > > Can you define the systems that you are considering more clearly, > please? > > I get a confused word picture in my mind. > > There are two types of crossed flexure suspension. In one type > two flat strips / straight wires are clamped at right angles - the > classic crossed foil suspension. As they flex, the suspension point > moves to one side along an ellipse about the fixed member. > In the other sort, you have figure of 8 foil / wire loops rolling > on cylinders and the flexure point moves in a circle around the fixed pivot. > Remember that the fixed clamp / vertical support rod is nearer to > the mass and the moving clamp / rod on the arm is on the far side of the > support rod. > However, in both systems as the mass moves to one side, the plane > containing the centre of mass, the top suspension and the bottom flexure > makes an increasing angle to the vertical and hence, it is stable. > We need to consider deflections of less then 5 degrees. > > I can imagine amateur constructors 'getting into trouble' with > inadequately designed levelling systems. I provide spherical ends to the > levelling screws, either by fitting a SS dome nut or by gluing a SS > bearing into the end of the bolt (preferable). There is inevitably some > side to side 'slop' in screw threads. I provide a wavy spring washer and > a locknut on the top side of the frame to keep the levelling screws in > fairly high tension at all times. The levelling screw and the fixed > thread should both be made of the same metal to mimise expansion > effects. You definitely do need a smooth hard flat surface on the ground > for the spherical ends to rest on. I use 2" - 3" square x 1/8" thick SS > plates. > > Regards, > > Chris Chapman Chris, Admittedly my description is brief. I left unsaid that everything is perfectly rigid and properly set up. The pivot types I'm really interested in are ones used on a a Lehman geometry where rolling pivot types are used, such as a carbide ball in the end of the beam rolling on a hard plate and the same for the suspension wire/beam to the upper pivot point on the upright. Not the crossed flexure (Bendix bearings, or single flexure -- although I asked the question does this apply to them, too?) What I'm trying to think about is not spurious effects such as compression (Rockwell hardness), and lack of sufficient rigidity in the structure, but rather the effect that a rolling geometry inherently has. If one thinks about what happens when a properly adjusted Lehman gate swings, the plumb bob is taking a flatter and flatter trajectory as the period is increased. As I recall, a 10 second period pendulum will lift about 1/2 a thousandth inch per 1 inch swing. So if the geometry causes the bob to drop 1/2 a thousandth per inch of swing then it cancels what other wise would be a stable adjustment. The problem is that a 20 second pendulum would be more like 0.0001"/inch. Even a very small ball-point pen ball is perhaps 0.04" in dia --so 1/2 diameter is 200 times 0.0001". So a very small swing starts to have an accelerating change of length leading to a total flatting of the bob trajectory and then "flopping" of the pendulum bob. This swing may come from slight floor tilt and what might otherwise be stable is not because the geometry leads to unstability. The only saving grace I see is that the twist that also takes place is in the direction of increasing stability (lifting the bob) but in my mind it is secondary in effect to the primary drop due to the effective pivot point change leading to an apparent pivot point/beam/bob length change. Now to discuss the flat flexure problem. When rolling points are used, the lower point is in compression on a plate and the upper is in compression on the opposite side such that the both lead to dropping the bob as it swings. Now if flat foil flexures are used, the upper flexure is on the bob side and initially bends at some point, but as the bob moves sideways, doesn't the flexure point move towards the upright? If so the upper supension is effectively getting longer, lowering the bob during a swing, again unstable. The lower beam flexure is in tension on the back (further away from the bob) side of the upright. This time it's not clear to me which way the bend point moves, if at all, however my suspicion is that the bend point moves toward the upright which also leads to an effective shortening of the bottom beam, again the unstable lowering of the bob. Much of this came about as I conjectured why so many anecdotal stories about the difficulty of adjusting Lehmans in the long period realm. So the thought experiment described above. Regards, Chas. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: My WQFilter utility for PSN files From: "Robert McClure" bobmcclure90@......... Date: Sat, 5 Jul 2008 21:58:06 -0400 I hope at least some of you will examine my recent postings of the Okhotsk event: 080705.022000.rem.psn * M7.7 8618km from Locust Valley, NY: SEA OF OKHOTSK 080705.022000.remz.psn * M7.7 8618km from Locust Valley, NY [WQFiltered and raw]: SEA OF OKHOTSK 080705.022100.rempal.psn * M7.7 ch1 Locust Valley, NY, ch2 Palisades, NY]: SEA OF OKHOTSK The first event file is in my usual style, in which I use WQFilter.exe to make my short-period sensors work like long-period sensors. The second event file shows the Z sensor waveform after filtering on top, and the raw data as the bottom trace. The third file is my processed Z data as the top trace, and the data from nearby network station PAL on the bottom. You can see that my data processing results in a waveform closely resembling that of a professional network sensor, the STS-2. The proper use of WQFilter can improve the performance of any amateur sensor. It can make the natural period shorter or longer as desired, and it can correct for under or over damping. All you need to know is the natural period and damping of your sensor. WQFilter can be downloaded from http://bobmcclure90.googlepages.com/winsac It operates on PSN Type 4 files. Regards, Bob __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Okhotsk Mw7.5 earthquake From: "Robert McClure" bobmcclure90@......... Date: Sat, 5 Jul 2008 22:30:35 -0400 Hi Steinar, I made a WinQuake event file out of your SAC file data, and posted it as 080705.022000.oslonx.psn I enhanced it a little bit using WQFilter on it. Bob You wrote: It totally swamped my station in Oslo 6917 km away, even the P wave: http://voksenlia.net/nytt/2008/seismo-20080705.jpg I've put a SAC file from 02:12 to 04:12 on: http://voksenlia.net/nytt/2008/seismo-20080705.sac Regards, Steinar Midtskogen http://voksenlia.net __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? From: Brett Nordgren Brett3nt@............. Date: Sat, 05 Jul 2008 22:28:37 -0400 Charles, Just a quick comment relating to my studies of the geometry of the 'figure-8' pivot, which may also apply to the rolling geometry (or not). What I found was that, although the axis of rotation moved somewhat as the hinge rotated, a point on the beam actually described quite an accurate circular arc. In my extreme example, using 1" dia rollers and a 5" boom, the center of rotation moved about 0.009" per degree of rotation, however, over +/- 5 degrees, the end of the beam traced out a circle, accurate to +/- 0.00043" or 43 microinches per degree. After looking at it for awhile it became apparent that, as the center of rotation changed, the instantantaneous radius of curvature also changed to largely compensate, resulting in the nearly circular locus. When I get a free moment, I'll see if a similar analysis gives similar results for your rolling pivot. Regards, Brett At 04:07 PM 7/5/2008 -0700, you wrote: >Chris, >Admittedly my description is brief. I left unsaid that everything is >perfectly rigid and properly set up. The pivot types I'm really >interested in are ones used on a a Lehman geometry where rolling pivot >types are used, such as a carbide ball in the end of the beam rolling on a >hard plate and the same for the suspension wire/beam to the upper pivot >point on the upright. Not the crossed flexure (Bendix bearings, or single >flexure -- although I asked the question does this apply to them, >too?) What I'm trying to think about is not spurious effects such as >compression (Rockwell hardness), and lack of sufficient rigidity in the >structure, but rather the effect that a rolling geometry inherently >has. If one thinks about what happens when a properly adjusted Lehman >gate swings, the plumb bob is taking a flatter and flatter trajectory as >the period is increased. As I recall, a 10 second period pendulum will >lift about 1/2 a thousandth inch per 1 inch swing. So if the geometry >causes the bob to drop 1/2 a thousandth per inch of swing then it cancels >what other wise would be a stable adjustment. The problem is that a 20 >second pendulum would be more like 0.0001"/inch. Even a very small >ball-point pen ball is perhaps 0.04" in dia --so 1/2 diameter is 200 times >0.0001". So a very small swing starts to have an accelerating change of >length leading to a total flatting of the bob trajectory and then >"flopping" of the pendulum bob. This swing may come from slight floor >tilt and what might otherwise be stable is not because the geometry leads >to unstability. The only saving grace I see is that the twist that also >takes place is in the direction of increasing stability (lifting the bob) >but in my mind it is secondary in effect to the primary drop due to the >effective pivot point change leading to an apparent pivot point/beam/bob >length change. > >Now to discuss the flat flexure problem. When rolling points are used, the >lower point is in compression on a plate and the upper is in compression >on the opposite side such that the both lead to dropping the bob as it >swings. Now if flat foil flexures are used, the upper flexure is on the >bob side and initially bends at some point, but as the bob moves sideways, >doesn't the flexure point move towards the upright? If so the upper >supension is effectively getting longer, lowering the bob during a swing, >again unstable. The lower beam flexure is in tension on the back (further >away from the bob) side of the upright. This time it's not clear to me >which way the bend point moves, if at all, however my suspicion is that >the bend point moves toward the upright which also leads to an effective >shortening of the bottom beam, again the unstable lowering of the bob. > >Much of this came about as I conjectured why so many anecdotal stories >about the difficulty of adjusting Lehmans in the long period realm. So >the thought experiment described above. >Regards, >Chas. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: My WQFilter utility for PSN files<<< WHOOPIE>>>> From: "Jim ODonnell" geophysics@.......... Date: Sun, 6 Jul 2008 03:10:11 GMT Hi Bob- Well I have been doing geophysics for almost 50 years now & seldom do yo= u get something for nothing- = But indeed your filter does do that- I have been playing with it for a= lmost a year now & it takes a $100 Mark Products (MP) geophone L15B (4.5= Hz) & makes it look like a ~$2,000 MP L4 (1Hz) sensor. If one integrates your posted Velocity grams- It is even more impressive= ! Integration is a LP filter so it is easier to compare the 2 records a= nd you now see the ground motion (displacement). Which is another PLUS = for Larry=92s WinQuake? You can see the site effects from that Mud flat you live on in Long Island compared to the PAL site. The Pal STS is probably in a = nice seismic vault on hard rock. BTW- Tell us about your sensor (Z) - it is not described in the record h= eadings. Thanks for a very useful algorithm/program- A Thing of Beauty! <<<<< Jim Jim O'Donnell = Geological/Geophysical Consultant GEOTECHNICAL APPLICATIONS 702.293.5664 geophysics@.......... 702.281.9081 cell jimo17@........ -- "Robert McClure" wrote: I hope at least some of you will examine my recent postings of the Okhotsk event: 080705.022000.rem.psn * M7.7 8618km from Locust Valley, NY: SEA OF OKHOT= SK 080705.022000.remz.psn * M7.7 8618km from Locust Valley, NY [WQFiltered and raw]: SEA OF OKHOTSK 080705.022100.rempal.psn * M7.7 ch1 Locust Valley, NY, ch2 Palisades, NY]: SEA OF OKHOTSK The first event file is in my usual style, in which I use WQFilter.exe to make my short-period sensors work like long-period sensors. The second event file shows the Z sensor waveform after filtering on top, and the raw data as the bottom trace. The third file is my processed Z data as the top trace, and the data from nearby network station PAL on the bottom. You can see that my data processing results in a waveform closely resembling that of a professional network sensor, the STS-2. The proper use of WQFilter can improve the performance of any amateur sensor. It can make the natural period shorter or longer as desired, and it can correct for under or over damping. All you need to know is the natural period and damping of your sensor. WQFilter can be downloaded from http://bobmcclure90.googlepages.com/winsac It operates on PSN Type 4 files. Regards, Bob __________________________________________________________ Public Seismic Network Mailing List (PSN-L) See http://www.seismicnet.com/maillist.html for more information.

Hi Bob-
Well = I have been doing geophysics for almost 50 years now & seldom do you= get something for nothing-
But indeed your filter does do that- 
I have been playing with it = for  almost a year now & it takes a $100 Mark Products (MP) geo= phone L15B (4.5Hz) & makes it look like a ~$2,000 MP L4 (1Hz) sensor= ..

If one integrates your posted Velocity grams- It is even more i= mpressive!  Integration is= a LP filter so it is easier to compare the 2 records and you now see th= e ground motion (displacement
). 
Which is another PLUS for Larry=92s WinQuake?

You can see the site effects from that Mud flat= you live on in Long Island compared to the PAL site.  The Pal STS is probably in a nice seismic vault on hard rock.
BTW- Tell us about your sensor (Z) - it is not described in the record= headings.

Thanks for a very useful algorithm/program-  A Thing of Beauty!
<<<&= lt;< Jim
 




    =             =   Jim O'Donnell     
   =      Geological/Geophysical Consultant
 = ;          GEOTECHNICA= L APPLICATIONS
702.293.5664    geophysics@..........702.281.9081 cell   jimo17@........

-- "Robert McClur= e" <bobmcclure90@.........> wrote:
I hope at least some of you = will examine my recent postings of the
Okhotsk event:

080705.0= 22000.rem.psn * M7.7 8618km from Locust Valley, NY: SEA OF OKHOTSK
08= 0705.022000.remz.psn * M7.7 8618km from Locust Valley, NY
[WQFiltered= and raw]: SEA OF OKHOTSK
080705.022100.rempal.psn * M7.7 ch1 Locust = Valley, NY, ch2 Palisades,
NY]: SEA OF OKHOTSK

The first event= file is in my usual style, in which I use
WQFilter.exe to make my sh= ort-period sensors work like long-period
sensors.

 The se= cond event file shows the Z sensor waveform after filtering on
top, a= nd the raw data as the bottom trace.

 The third file is my p= rocessed Z data as the top trace, and the data
from nearby network st= ation PAL on the bottom. You can see that my
data processing results = in a waveform closely resembling that of a
professional network senso= r, the STS-2.

 The proper use of WQFilter can improve the pe= rformance of any
amateur sensor. It can make the natural period short= er or longer as
desired, and it can correct for under or over damping= .. All you need to
know is the natural period and damping of your sens= or.

 WQFilter can be downloaded from

 http://bob= mcclure90.googlepages.com/winsac

 It operates on PSN Type 4 = files.

Regards,

Bob
___________________________________= _______________________

Public Seismic Network Mailing List (PSN-= L)

To leave this list email PSN-L-REQUEST@.............. with the body of the message (first line only): unsubscribe
See http://ww= w.seismicnet.com/maillist.html for more information.
Subject: Re: My WQFilter utility for PSN files<<< WHOOPIE>>>> From: "Robert McClure" bobmcclure90@......... Date: Sat, 5 Jul 2008 23:44:24 -0400 Hi Jim, Thanks for your kind words. My sensors are described on my web pages at http://bobmcclure90.googlepages.com/sitemap ---Bob __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? From: Charles Patton charles.r.patton@........ Date: Sat, 05 Jul 2008 22:49:31 -0700 Brett, It would seem me, too, that the figure-8 pivot is very similar to a ball on a plate except that the figure-8 pivot would have about twice the effect due to the point of contact moving along a second curved surface adding to the effective pivot point movement. One quick observation -- you say, "...traced out a circle, accurate to +/- 0.00043" or 43 microinches per degree." But 0.00043" is 430 microinches, not 43 microinches and in my brief conjecture, 100 microinches is enough to lead to failure of the swing trajectory in a 20 second period Lehman. Regards, Chas. Brett Nordgren wrote: > Charles, > > Just a quick comment relating to my studies of the geometry of the > 'figure-8' pivot, which may also apply to the rolling geometry (or > not). What I found was that, although the axis of rotation moved > somewhat as the hinge rotated, a point on the beam actually described > quite an accurate circular arc. In my extreme example, using 1" dia > rollers and a 5" boom, the center of rotation moved about 0.009" per > degree of rotation, however, over +/- 5 degrees, the end of the beam > traced out a circle, accurate to +/- 0.00043" or 43 microinches per degree. > > After looking at it for awhile it became apparent that, as the center of > rotation changed, the instantantaneous radius of curvature also changed > to largely compensate, resulting in the nearly circular locus. When I > get a free moment, I'll see if a similar analysis gives similar results > for your rolling pivot. > > Regards, > Brett > > At 04:07 PM 7/5/2008 -0700, you wrote: > >> Chris, >> Admittedly my description is brief. I left unsaid that everything is >> perfectly rigid and properly set up. The pivot types I'm really >> interested in are ones used on a a Lehman geometry where rolling pivot >> types are used, such as a carbide ball in the end of the beam rolling >> on a hard plate and the same for the suspension wire/beam to the upper >> pivot point on the upright. Not the crossed flexure (Bendix bearings, >> or single flexure -- although I asked the question does this apply to >> them, too?) What I'm trying to think about is not spurious effects >> such as compression (Rockwell hardness), and lack of sufficient >> rigidity in the structure, but rather the effect that a rolling >> geometry inherently has. If one thinks about what happens when a >> properly adjusted Lehman gate swings, the plumb bob is taking a >> flatter and flatter trajectory as the period is increased. As I >> recall, a 10 second period pendulum will lift about 1/2 a thousandth >> inch per 1 inch swing. So if the geometry causes the bob to drop 1/2 >> a thousandth per inch of swing then it cancels what other wise would >> be a stable adjustment. The problem is that a 20 second pendulum >> would be more like 0.0001"/inch. Even a very small ball-point pen >> ball is perhaps 0.04" in dia --so 1/2 diameter is 200 times 0.0001". >> So a very small swing starts to have an accelerating change of length >> leading to a total flatting of the bob trajectory and then "flopping" >> of the pendulum bob. This swing may come from slight floor tilt and >> what might otherwise be stable is not because the geometry leads to >> unstability. The only saving grace I see is that the twist that also >> takes place is in the direction of increasing stability (lifting the >> bob) but in my mind it is secondary in effect to the primary drop due >> to the effective pivot point change leading to an apparent pivot >> point/beam/bob length change. >> >> Now to discuss the flat flexure problem. When rolling points are used, >> the lower point is in compression on a plate and the upper is in >> compression on the opposite side such that the both lead to dropping >> the bob as it swings. Now if flat foil flexures are used, the upper >> flexure is on the bob side and initially bends at some point, but as >> the bob moves sideways, doesn't the flexure point move towards the >> upright? If so the upper supension is effectively getting longer, >> lowering the bob during a swing, again unstable. The lower beam >> flexure is in tension on the back (further away from the bob) side of >> the upright. This time it's not clear to me which way the bend point >> moves, if at all, however my suspicion is that the bend point moves >> toward the upright which also leads to an effective shortening of the >> bottom beam, again the unstable lowering of the bob. >> >> Much of this came about as I conjectured why so many anecdotal stories >> about the difficulty of adjusting Lehmans in the long period realm. >> So the thought experiment described above. >> Regards, >> Chas. > > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with the body of > the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? From: Brett Nordgren Brett3nt@............. Date: Sun, 06 Jul 2008 06:56:24 -0400 Charles, It was +/- 0.00043" over 10 degrees. A quick and dirty attempt to plot out the locus for your rolling ball case using a CAD program gives some interesting results. They suggest that a rolling pivot may be generating a perfectly circular locus for the end (or any other point) of the beam. I seem to remember seeing a proof of that somewhere, though I'm not sure. The way the locus radius varies with the length of the beam is somewhat interesting. Obviously for a very long beam the radius becomes large, but if you choose a point on the beam close to the center of the pivot ball, the radius also becomes large. So for any selected pivot ball diameter, there should be a beam length which has a minimum radius for its locus.....interesting. I tried a 1"dia ball with a 5" long beam, and over a motion of +/- 5 degrees, the end traced a circle of radius of 6.0494935" +/- 0.0000001" which was the limit of the accuracy of my CAD program. That suggests that an analytical approach is worth looking into, to prove that it is indeed a perfect circle (if it is) and to come up with an expression to locate the center. In the extreme example above, I think if you located the plate approximately 0.5494935" forward from a point directly under the upper wire attachment you would obtain the circular motion you were looking for. I am now starting to think that it's not going to be a geometrically perfect circle. If you try a 1/2" long beam with a 1" dia ball, you get a cycloid. More later, Brett At 10:49 PM 7/5/2008 -0700, you wrote: >Brett, >It would seem me, too, that the figure-8 pivot is very similar to a ball >on a plate except that the figure-8 pivot would have about twice the >effect due to the point of contact moving along a second curved >surface adding to the effective pivot point movement. One quick >observation -- you say, "...traced out a circle, accurate to +/- 0.00043" >or 43 microinches per degree." But 0.00043" is 430 microinches, not 43 microinches and in my brief conjecture, 100 microinches is enough to lead to failure of the swing trajectory in a 20 second period Lehman. Regards, Chas. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? From: Charles Patton charles.r.patton@........ Date: Sun, 06 Jul 2008 10:48:57 -0700 Brett, Thanks for the trigger word, “cycloid.” I had been thinking it too, but somehow your writing it got me thinking about a book I had stashed away, “Technology Mathematics Handbook” by Jan J. Tuma. Just the thing for a discussion like this. Our problem can be defined as class of cycloids called “prolate cycloids.” Give a circle with center C of radius R rolling on a contact line, and a Point P of K*R length (C to P), and A equals angle of CP to the normal to the contact line, then the graph of P is: X = R(A – KsinA) Y = R(1 – KcosA) This is a cycloid with loops on the end where the cusps would be if a pure cycloid were graphed. (For a pure cycloid just set K=1) A point moving around a point (i.e. what we really want) is: X = RsinA Y = RcosA What immediately comes out of this is that just simple observation of the prolate cycloid curve is that the upper pivot and lower pivot are tracing different curves because they are effectively 180 degrees out of phase in the equation so right away balance has to be changing. Now which way? I think I’ll post this and continue with sims in Excel a bit later. But just some food for thought. Also an important consideration is that these will yield curves in the plane of the rotation, but they have to be combined in a perpendicular plane to fully establish the final effect on the bob trajectory. I.e., the bob is a vertex on a triangle (and one not necessarily a right triangle) formed by the upright, beam and suspension wire. In fact, the thought that the bob support does not have to be constrained to a right triangle may provide the way out of the possible geometry problem. More food for thought. Regards, Chas. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? From: ChrisAtUpw@....... Date: Sun, 6 Jul 2008 14:52:14 EDT In a message dated 2008/07/06, charles.r.patton@........ writes: > Chris, > Admittedly my description is brief. I left unsaid that everything is > perfectly rigid and properly set up. The pivot types I'm really interested in are > ones used on a Lehman geometry where rolling pivot types are used, such as a > carbide ball in the end of the beam rolling on a hard plate and the same for > the suspension wire / beam to the upper pivot point on the upright. Hi Charles, OK But you will likely be in trouble if you use the ball on the end of the arm. Put the ball on the vertical upright and the plate on the end of the arm. The centre of curvature of the ball defines the swing angle and you want this to be fixed --> NOT dependant on the precision placement of the ball / any slip or creep movement of the suspension during operation. The position of the plate is not really critical. I use this suspension type and I can get a 30 seconds period quite OK. I use a 1/2" SS ball rolling on a section of 'skin graft' polished scalpel blade 16 thou thick. The cost is less than 50c !! The arm rotates around the centre of the ball. The SEP Lehman uses crossed tungsten carbide rollers for both suspensions with the bottom vertical roller on the support column and the cross roller on the arm. I have been able to set one up for 30 seconds without any problems. My comments relate to these system types. I can confirm from practical experience that BOTH these systems work well and are stable at long periods. Remember that crossed foil suspension systems do work fine in commercial seismometers! Not the crossed flexure (Bendix bearings, > or single flexure -- although I > asked the question does this apply to them, too?) In spades! What I'm trying to think about is not spurious effects such as compression > (Rockwell hardness), and lack of sufficient rigidity in the structure, but > rather the effect that a rolling geometry inherently has. If one thinks > about what happens when a properly adjusted Lehman gate swings, the plumb bob is > taking a flatter and flatter trajectory as the period is increased. As I > recall, a 10 second period pendulum will lift about 1/2 a thousandth inch per 1 > inch swing. So if the geometry > causes the bob to drop 1/2 a thousandth per inch of swing then it cancels > what other wise would be a stable adjustment. The problem is that a 20 second > pendulum would be more like 0.0001"/inch. Even a very small ball-point pen > ball is perhaps 0.04" in dia --so 1/2 diameter is 200 times 0.0001". You can only use 1 mm balls (eg ball point pens -- BIC use Carbide balls) if you have a very light load, only an ounce or so. Otherwise either the ball or the flat will fail fairly rapidly, if not immediately, in compression. You get a ring fracture about the contact point, or the ball digs a dimple into the counterface. In practice, you set up a pendulum for the desired period, by slowly reducing the angle that the suspension makes with the vertical. If there is a small LINEAR correction to the theoretical swing angle, this should compensate for it. So a very small swing starts to have an accelerating > change of length > leading to a total flatting of the bob trajectory and then "flopping" of the > pendulum bob. This swing may come from slight floor tilt and what might otherwise > be stable is not because the geometry leads to instability. The only saving > grace I see is that the > twist that also takes place is in the direction of increasing stability > (lifting the bob) but in my mind it is secondary in effect to the primary drop > due to the effective pivot point change leading to an apparent pivot point / > beam / bob length change. I have only observed this when the tilt axis has been lifted above the neutral point. I don't understand why you consider the mass to be reducing in height as the arm rotates. When the ball is mounted on the end of the ARM, the contact point moves proportionately to the right as the mass swings to the right, which should lift the mass slightly? However, this depends on the SQUARE of the deflection angle d, from the 1 - d^2/2 approximation for the cosine term, so it could cause problems. For a 56 cm beam at 10 seconds, the axis tilt is about 1.3 degrees. This gives about the 1/2 thou rise per 1" bob deflection as you stated. With the ball on the vertical column, the length of the arm also increases by a very tiny amount as the bob swings to one side. This INCREASES the stability slightly, rather than DECREASING it. > Now to discuss the flat flexure problem. When rolling points are used, the > lower point is in compression on a plate and the upper is in compression on > the opposite side such that the both lead to dropping the bob as it swings. This is REALLY NOT a great idea! Reverse the ball and plate mountings! Put both balls on the vertical column, both plates on the arm. Now if flat foil flexures are used, the upper flexure > is on the bob side > and initially bends at some point, but as the bob moves sideways, doesn't the > flexure point move towards the upright? Possibly. You have the load of the mass opposed by the bending of the foil. It also depends on whether the top and bottom flexures are both mounted vertically, or whether the top flexure is perpendicular to the support wire / diagonal rod. Both systems have been used. If so, the upper suspension is effectively getting longer, lowering the bob during a > swing, again unstable. The lower beam flexure is in tension on the back > (further away from the bob) side of the upright. This time it's not clear to me > which way the bend point moves, if at all, however my suspicion is that the > bend point moves toward the upright which also leads to an effective > shortening of the bottom beam, again the unstable lowering of the bob. If you have vertical crossed flexures top and bottom, as the mass swings to the right the bottom suspension point moves slightly to the left, but it also moves marginally toward the support column. The top suspension point moves slightly to the right, but it also moves marginally toward the support column. If the flexures are identical, the suspension movements toward the vertical column, while square law, should increase the stability. The change in the axis angle should be ~linear and hence compensated during the tilt / period setup procedure. If you used a very short vertical separation of the flexures, the angular cross change of the suspension could be unstable. > Much of this came about as I conjectured why so many anecdotal stories > about the difficulty of adjusting Lehmans in the long period realm. So the > thought experiment described above. My feeling is that problems getting stable long period Lehman suspensions are more likely related to the use of softer materials, like HT bolts, for the counterface. At the loads commonly used in Lehmans, dimples can form under the ball and give erratic results. (Try inserting a strip of Al ---> the arm will ~stop responding to all but the strongest signals!) The use of a real knife blade will NOT allow you to get long stable periods. You are applying a force to the edge close to or in excess of it's load bearing capacity. The edge will either roll over or shatter depending on the metal temper, or dig a wedge into the counterface - or all three! > What immediately comes out of this is that just simple observation of > the prolate cycloid curve is that the upper pivot and lower pivot are > tracing different curves because they are effectively 180 degrees out of > phase in the equation so right away balance has to be changing. Now > which way? Remember that we are dealing with very small angles where Sin(theta) ---> theta and cos theta ~= 1. It is easy to get mislead by considering large angles. Interesting discussion! I hope that I have got the mechanical relationships correct this time! Regards, Chris Chapman In a me= ssage dated 2008/07/06, charles.r.patton@........ writes:

Chris,
Admittedly my description is brief.  I left unsaid that everything is p= erfectly rigid and properly set up.  The pivot types I'm really interes= ted in are ones used on a Lehman geometry where rolling pivot types are used= , such as a carbide ball in the end of the beam rolling on a hard plate and=20= the same for the suspension wire / beam to the upper pivot point on the upri= ght. 


Hi Charles,

       OK

       But you will likely be in trouble if yo= u use the ball on the end of the arm. Put the ball on the vertical upright a= nd the plate on the end of the arm. The centre of curvature of the ball defi= nes the swing angle and you want this to be fixed --> NOT dependant on th= e precision placement of the ball / any slip or creep movement of the suspen= sion during operation. The position of the plate is not really critical. I u= se this suspension type and I can get a 30 seconds period quite OK. I use a=20= 1/2" SS ball rolling on a section of 'skin graft' polished scalpel blade 16=20= thou thick. The cost is less than 50c !! The arm rotates around the centre o= f the ball.

       The SEP Lehman uses crossed tungsten ca= rbide rollers for both suspensions with the bottom vertical roller on the su= pport column and the cross roller on the arm. I have been able to set one up= for 30 seconds without any problems.

       My comments relate to these system type= s.

       I can confirm from practical experience= that BOTH these systems work well and are stable at long periods.

       Remember that crossed foil suspension s= ystems do work fine in commercial seismometers!

Not the crossed flexure (Bendix bearings,
or single flexure -- although I asked the question does this appl= y to them, too?) 


       In spades!

What I'm trying to think about is not spurious effects such as compression <= BR>
(Rockwell hardness), and lack o= f sufficient rigidity in the structure, but rather the effect that a rolling= geometry inherently has.  If one thinks about what happens when a prop= erly adjusted Lehman gate swings, the plumb bob is taking a flatter and flat= ter trajectory as the period is increased.  As I recall, a 10 second pe= riod pendulum will lift about 1/2 a thousandth inch per 1 inch swing. =20= So if the geometry
causes the bob to drop 1/2 a thousandth per inch of swing then it cancels wh= at other wise would be a stable adjustment.  The problem is that a 20 s= econd pendulum would be more like 0.0001"/inch.  Even a very small ball= -point pen ball is perhaps 0.04" in dia --so 1/2 diameter is 200 times 0.000= 1". 


       You can only use 1 mm balls (eg ball po= int pens -- BIC use Carbide balls) if you have a very light load, only an ou= nce or so. Otherwise either the ball or the flat will fail fairly rapidly, i= f not immediately, in compression. You get a ring fracture about the contact= point, or the ball digs a dimple into the counterface.

       In practice, you set up a pendulum for=20= the desired period, by slowly reducing the angle that the suspension makes w= ith the vertical. If there is a small LINEAR correction to the theoretical s= wing angle, this should compensate for it.

So a very small swing starts to have an accelerating
change of length leading to a total flatting of the bo= b trajectory and then "flopping" of the pendulum bob.  This swing may c= ome from slight floor tilt and what might otherwise be stable is not because= the geometry leads to instability.  The only saving grace I see is tha= t the
twist that also takes place is in the direction of increasing stability (lif= ting the bob) but in my mind it is secondary in effect to the primary drop d= ue to the effective pivot point change leading to an apparent pivot point /=20= beam / bob length change.


       I have only observed this when the tilt= axis has been lifted above the neutral point.

       I don't understand why you consider the= mass to be reducing in height as the arm rotates. When the ball is mounted=20= on the end of the ARM, the contact point moves proportionately to the right=20= as the mass swings to the right, which should lift the mass slightly? Howeve= r, this depends on the SQUARE of the deflection angle d, from the 1 - d^2/2=20= approximation for the cosine term, so it could cause problems. 

       For a 56 cm beam at 10 seconds, the axi= s tilt is about 1.3 degrees. This gives about the 1/2 thou rise per 1" bob d= eflection as you stated.

       With the ball on the vertical column, t= he length of the arm also increases by a very tiny amount as the bob swings=20= to one side. This INCREASES the stability slightly, rather than DECREASING i= t.

Now to discuss the flat flexure= problem. When rolling points are used, the lower point is in compression on= a plate and the upper is in compression on the opposite side such that the=20= both lead to dropping the bob as it swings.


       This is REALLY NOT a great idea! = Reverse the ball and plate mountings! Put both balls on the vertical column= , both plates on the arm.
  
Now if flat foil flexures are used, the upper flexure
is on the bob side and initially bends at some point,= but as the bob moves sideways, doesn't the flexure point move towards the u= pright?


       Possibly. You have the load of the mas= s opposed by the bending of the foil. It also depends on whether the top and= bottom flexures are both mounted vertically, or whether the top flexure is=20= perpendicular to the support wire / diagonal rod. Both systems have been use= d.

       If so, the upper suspension is effectiv= ely getting longer, lowering the bob during a

swing, again unstable. The low= er beam flexure is in tension on the back (further away from the bob) side o= f the upright. This time it's not clear to me which way the bend point moves= , if at all, however my suspicion is that the bend point moves toward the up= right which also leads to an effective shortening of the bottom beam, again=20= the unstable lowering of the bob.


       If you have vertical crossed flexures=20= top and bottom, as the mass swings to the right the bottom suspension point=20= moves slightly to the left, but it also moves marginally toward the support=20= column. The top suspension point moves slightly to the right, but it also mo= ves marginally toward the support column. If the flexures are identical, the= suspension movements toward the vertical column, while square law, should i= ncrease the stability. The change in the axis angle should be ~linear and he= nce compensated during the tilt / period setup procedure. If you used a very= short vertical separation of the flexures, the angular cross change of the=20= suspension could be unstable.

Much of this came about as I co= njectured why so many anecdotal stories about the difficulty of adjusting Le= hmans in the long period realm. So the thought experiment described above.

       My feeling is that problems getting sta= ble long period Lehman suspensions are more likely related to the use of sof= ter materials, like HT bolts, for the counterface. At the loads commonly use= d in Lehmans, dimples can form under the ball and give erratic results. (Try= inserting a strip of Al ---> the arm will ~stop responding to all but th= e strongest signals!) The use of a real knife blade will NOT allow you to ge= t long stable periods. You are applying a force to the edge close to or in e= xcess of it's load bearing capacity. The edge will either roll over or shatt= er depending on the metal temper, or dig a wedge into the counterface - or a= ll three!

What immediately comes out of t= his is that just simple observation of
the prolate cycloid curve is that the upper pivot and lower pivot are
tracing different curves because they are effectively 180 degrees out of phase in the equation so right away balance has to be changing.  Now which way?


       Remember that we are dealing with very=20= small angles where Sin(theta) ---> theta and cos theta ~=3D 1. It is easy= to get mislead by considering large angles.

       Interesting discussion! I hope that I h= ave got the mechanical relationships correct this time!

       Regards,

       Chris Chapman
Subject: Re: Timing Accuracy Within WinSDR From: Larry Cochrane lcochrane@.............. Date: Sun, 06 Jul 2008 12:56:38 -0700 Hi Pete, I found that not all GPS receivers with 1PPS signal are created equally. Some only output a short 1 microsecond pulse at the top of the second. Since I'm polling the 1PPS signal at 1 millisecond rate a short pulse will not work. The other thing I found with some receivers is the NMEA time message and the 1PPS signal are not locked together so it's hard to know what time the pulse happened at. The best receiver for timing was the Motorola ONCORE series, but they don't make them anymore. The Garmin GPS 18 LVC sensor (http://www.seismicnet.com/gps/gps18.html) is nice because of it's size, about the size of a hockey puck. The device contains both an antenna and receiver and can be bought online for under $80.00. Regards, Larry Cochrane Webtronics Pete Rowe wrote: > Hi Larry > I have several types of GPS boards, all of which have 1 pps outputs. > What is special about the Garmin and Oncore? > Pete > > --- On Fri, 7/4/08, Larry Cochrane wrote: > >> From: Larry Cochrane >> Subject: Re: Timing Accuracy Within WinSDR >> To: psn-l@.............. >> Date: Friday, July 4, 2008, 4:02 PM >> Chris and Tom, >> >> A/D data is time stamped at the digitizer board >> (http://www.seismicnet.com/serialatod.html), when a GPS >> receiver is connected to it. >> WinSDR does not use the computer's time when GPS time >> is used as a reference. If >> everything is working correctly the accuracy should be >> under +-4 milliseconds, will >> within one sample time at 100 samples per second. The GPS >> receiver connected to the >> board must have a 1 pulse per second (PPS) signal, that is >> why the board only >> supports the Garmin GPS 16/18 sensor and the now obsolete >> Motorola ONCORE receiver. >> >> The firmware on the board maintains an accumulator, >> incremented by a 1 millisecond >> interrupt, that contains the time of day (UTC time) down to >> the millisecond. This 1 >> ms interrupt also monitors the 1 PPS GPS signal. At the top >> of the second the >> accumulator time is saved and sent to the host computer >> (running WinSDR) along with >> the ADC data. It's up to the host computer to adjust >> the ADC time accumulator, by >> sending commands to the board, to stay within a few >> milliseconds of UTC time. The >> time of day from the GPS NMEA messages is also parsed and >> sent to the host computer >> so it knows what second the pulse happened at. >> >> Tom, >> >> You should not be trying to use earthquakes to check your >> station timing! There are >> just too many variables. The accuracy of the travel time >> tables being one of them. If >> you suspect that your timing is not correct you should >> inject a signal at a known >> time into the A/D board and viewing the results in >> WinQuake. One way of doing this is >> to disturb the sensor at the top of the minute by listening >> to one of the WWV >> stations and jumping next to the sensor right at the top of >> the minute mark. Another >> way would be to connect a 1.5 volt battery to the input of >> the A/D channel, again >> right at the top of the minute mark. With a little practice >> you should be able able >> to get you test pulse to within +-100 ms of UTC time. While >> a test like this will not >> give you millisecond accuracy it should be good enough to >> make sure you are within +- >> 1/2 second of UTC time. >> >> Regards, >> Larry Cochrane >> Redwood City, PSN >> >> ChrisAtUpw@....... wrote: >> > I am not sure how WinSDR actually does the >> timing, even when corrected >> > by GPS. The display program will presumably use the >> software clock on your >> > computer. Have you asked Larry? The software clocks >> fitted to PC computers are >> > often crap. They can loose or gain 10s of minutes per >> day. >> __________________________________________________________ >> >> Public Seismic Network Mailing List (PSN-L) >> >> To leave this list email PSN-L-REQUEST@.............. with >> the body of the message (first line only): unsubscribe >> See http://www.seismicnet.com/maillist.html for more >> information. > > > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: My WQFilter utility for PSN files From: Pete Rowe ptrowe@......... Date: Sun, 6 Jul 2008 14:01:04 -0700 (PDT) Hi Bob I've goofed around ( That's what I do when I don't know what I'm doing) with your very nice filter program. It seems that in your examples the p and s waves get more distinct as you filter the raw data. I have a 3 second period horizontal which produced nice distinct p and s waves for the Okhotsk event. It seems that any combination of periods and filtering either doesn't change the plot much or makes it worse. I start out with 2x heliplot gain and have to reduce it to .01x to keep the plot on scale after applying filtering parameters. I'm entering 3 sec for my period, 0.7 for damping, and 10 seconds for the period extension. Do you have some suggested settings to get me started? Thanks, Pete --- On Sat, 7/5/08, Robert McClure wrote: > From: Robert McClure > Subject: My WQFilter utility for PSN files > To: psn-l@.............. > Date: Saturday, July 5, 2008, 6:58 PM > I hope at least some of you will examine my recent postings > of the > Okhotsk event: > > 080705.022000.rem.psn * M7.7 8618km from Locust Valley, NY: > SEA OF OKHOTSK > 080705.022000.remz.psn * M7.7 8618km from Locust Valley, NY > [WQFiltered and raw]: SEA OF OKHOTSK > 080705.022100.rempal.psn * M7.7 ch1 Locust Valley, NY, ch2 > Palisades, > NY]: SEA OF OKHOTSK > > The first event file is in my usual style, in which I use > WQFilter.exe to make my short-period sensors work like > long-period > sensors. > > The second event file shows the Z sensor waveform after > filtering on > top, and the raw data as the bottom trace. > > The third file is my processed Z data as the top trace, > and the data > from nearby network station PAL on the bottom. You can see > that my > data processing results in a waveform closely resembling > that of a > professional network sensor, the STS-2. > > The proper use of WQFilter can improve the performance of > any > amateur sensor. It can make the natural period shorter or > longer as > desired, and it can correct for under or over damping. All > you need to > know is the natural period and damping of your sensor. > > WQFilter can be downloaded from > > http://bobmcclure90.googlepages.com/winsac > > It operates on PSN Type 4 files. > > Regards, > > Bob > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more > information. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? From: Brett Nordgren Brett3nt@............. Date: Sun, 06 Jul 2008 22:54:24 -0400 Charles, I think you have it. Indeed the boom tip traces a prolate cycloid. The=20 game, I think, is to find a way of fitting the 'best' circular arc, as=20 defined by its center and radius, to the cycloid in the narrow region of a= =20 few (5?) degrees plus and minus from the 'vertical' position of the=20 extension line (boom). With trial and error I could get sub microinch=20 tracking, but haven't yet come up with a good automated error minimization= =20 approach. In general, with a small ball and long boom, that should be=20 fairly easy to do. Once you have located the center of the circular arc,=20 you can locate the plate surface to locate the rotation center where it=20 needs to be. I'm still not sure I am visualizing the exact geometry you are looking at,= =20 but it's clear you're on the right track. Regards, Brett At 10:48 AM 7/6/2008 -0700, you wrote: >Brett, >Thanks for the trigger word, =93cycloid.=94 I had been thinking it too,= but=20 >somehow your writing it got me thinking about a book I had stashed away,=20 >=93Technology Mathematics Handbook=94 by Jan J. Tuma. Just the thing for a= =20 >discussion like this. Our problem can be defined as class of cycloids=20 >called =93prolate cycloids.=94 > >Give a circle with center C of radius R rolling on a contact line, and a=20 >Point P of K*R length (C to P), and A equals angle of CP to the normal to= =20 >the contact line, then the graph of P is: >X =3D R(A =AD KsinA) Y =3D R(1 =AD KcosA) >This is a cycloid with loops on the end where the cusps would be if a pure= =20 >cycloid were graphed. (For a pure cycloid just set K=3D1) >A point moving around a point (i.e. what we really want) is: >X =3D RsinA Y =3D RcosA > >What immediately comes out of this is that just simple observation of the= =20 >prolate cycloid curve is that the upper pivot and lower pivot are tracing= =20 >different curves because they are effectively 180 degrees out of phase in= =20 >the equation so right away balance has to be changing. Now which way? > >I think I=92ll post this and continue with sims in Excel a bit later. But= =20 >just some food for thought. Also an important consideration is that these= =20 >will yield curves in the plane of the rotation, but they have to be=20 >combined in a perpendicular plane to fully establish the final effect on=20 >the bob trajectory. I.e., the bob is a vertex on a triangle (and one not= =20 >necessarily a right triangle) formed by the upright, beam and suspension= wire. > >In fact, the thought that the bob support does not have to be constrained= =20 >to a right triangle may provide the way out of the possible geometry=20 >problem. More food for thought. >Regards, >Chas. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? From: Charles Patton charles.r.patton@........ Date: Mon, 07 Jul 2008 00:02:39 -0700 Brett, Chris, Thanks to Chris for tossing the wrench in the works -- :-) -- I have now spent the day trying to resurrect trig math I haven’t done seriously for 35 years. I think I have the formula for Chris’s bottom pivot, but I’m still psyching out the upper pivot, so I haven’t started sims yet. What I think at this point is that as the gate swings the lower point trajectory tightens up (radius decreases) with swing while the upper pivot flattens out (radius increases) which I would assume leads to unstability – the bob going lower as it swings. But this seems to fly in the face of Chris’s success in long period Lehman. The answer may lie in the combination in that the gate is twisting as it swings so the vertical position of the bob would play an important part of the stability. There has to be some point that the beam twists about, and if the bob is mounted above or below this point the twist could compensate or increase the trajectory error of the bob. The morning is spoken for, so I’ll try to get back on the problem in the afternoon. Now I’ll take a big leap of faith and put forth the formulas I think describe the lower pivot. Assume a cylinder of radius R with a beam of length K having a flat face resting on the cylinder. Angle T is the angle of the contact point of cylinder/face (beam angle). The angle of a line thru the center C of the cylinder and plumb bob P is equal to angle T minus angle B. Line G = C to P. All angles are in radians. Then: B = T(R/K) G = (R+K)/cosB x & y are referenced from C x = G(sin(T-B)) y = G(cos(T-B)) If there’s interest, I can try to do a standard proof deriving the above. I didn’t get to the formulas above with a step-by-step written proof, so it very well could be flawed. Good for discussion though. Anyway, later. Chas. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? From: ChrisAtUpw@....... Date: Mon, 7 Jul 2008 20:36:46 EDT In a message dated 2008/07/07, charles.r.patton@........ writes: > Thanks to Chris for tossing the wrench in the works -- :-) -- I have now=20 > spent the day trying to resurrect trig math I haven=E2=80=99t done serious= ly for=20 > 35 years. I think I have the formula for Chris=E2=80=99s bottom pivot, bu= t I=E2=80=99m=20 > still psyching out the upper pivot, so I haven=E2=80=99t started sims yet.= What=20 > I think at this point is that as the gate swings the lower point=20 > trajectory tightens up (radius decreases) with swing while the upper=20 > pivot flattens out (radius increases) which I would assume leads to=20 > unstability =E2=80=93 the bob going lower as it swings. But this seems to= fly=20 > in the face of Chris=E2=80=99s success in long period Lehman.=20 Hi Charles, I am not entirely sure how you are analysing it, but you seem to be=20 having problems. Consider a sphere of radius R with the flat end of the arm of length=20= L=20 resting up against it. If the arm swings through a small angle d, the=20 distance between the centre of mass and the axis of rotation increases by ~=20= L x=20 (Rxd/L)^2 / 2. The separation must increase, since the contact point on the=20= face=20 has rolled sideways by Rxd from it's minimum central position. Whether the m= ass=20 rises or not depends on the behavoir of the top hinge. For a wire top=20 suspension the centre of curvature should be ~constant and the mass should t= end rise=20 slightly, but the wire clamp must have well defined edges. If it does not, t= he=20 top centre of rotation will move sightly away from the vertical, increasing=20 the stability, but decreasing the response linearity. =20 > Now I=E2=80=99ll take a big leap of faith and put forth the formulas I thi= nk=20 > describe the lower pivot. Assume a cylinder of radius R with a beam of=20 > length K having a flat face resting on the cylinder. Angle T is the=20 > angle of the contact point of cylinder/face (beam angle). The angle of=20 > a line thru the center C of the cylinder and plumb bob P is equal to=20 > angle T minus angle B. Line G =3D C to P. All angles are in radians. > Then: > B =3D T(R/K) > G =3D (R+K)/cosB > x & y are referenced from C > x =3D G(sin(T-B)) > y =3D G(cos(T-B)) >=20 > If there=E2=80=99s interest, I can try to do a standard proof deriving the= =20 > above. I didn=E2=80=99t get to the formulas above with a step-by-step wri= tten=20 > proof, so it very well could be flawed. Out of interest, what types of system were giving trouble in ''so man= y=20 anecdotal stories about the difficulty of adjusting Lehmans in the long=20 period realm''?? You seem to be implying that there must be some inherent pr= oblem,=20 when something inadequate in the construction seems the more likely=20 explanation.=20 I would expect to get mechanical problems with some of the amateur=20 designs previously described. Regards, Chris Chapman =20 In a me= ssage dated 2008/07/07, charles.r.patton@........ writes:

Thanks to Chris for tossing the= wrench in the works -- :-) -- I have now
spent the day trying to resurrect trig math I haven=E2=80=99t done seriously= for
35 years.  I think I have the formula for Chris=E2=80=99s bottom pivot,= but I=E2=80=99m
still psyching out the upper pivot, so I haven=E2=80=99t started sims yet.&n= bsp; What
I think at this point is that as the gate swings the lower point
trajectory tightens up (radius decreases) with swing while the upper
pivot flattens out (radius increases) which I would assume leads to
unstability =E2=80=93 the bob going lower as it swings.  But this seems= to fly
in the face of Chris=E2=80=99s success in long period Lehman.


Hi Charles,

       I am not entirely sure how you are anal= ysing it, but you seem to be having problems.

       Consider a sphere of radius R with the=20= flat end of the arm of length L resting up against it. If the arm swings thr= ough a small angle d, the distance between the centre of mass and the axis o= f rotation increases by ~ L x (Rxd/L)^2 / 2. The separation must increase, s= ince the contact point on the face has rolled sideways by Rxd from it's mini= mum central position. Whether the mass rises or not depends on the behavoir=20= of the top hinge. For a wire top suspension the centre of curvature should b= e ~constant and the mass should tend rise slightly, but the wire clamp must=20= have well defined edges. If it does not, the top centre of rotation will mov= e sightly away from the vertical, increasing the stability, but decreasing t= he response linearity.

Now I=E2=80=99ll take a big lea= p of faith and put forth the formulas I think
describe the lower pivot.  Assume a cylinder of radius R with a beam of=
length K having a flat face resting on the cylinder.  Angle T is the angle of the contact point of cylinder/face (beam angle).  The angle of=
a line thru the center C of the cylinder and plumb bob P is equal to
angle T minus angle B.  Line G =3D C to P.  All angles are in radi= ans.
Then:
B =3D T(R/K)
G =3D (R+K)/cosB
        x & y are referenced from C x =3D  G(sin(T-B))
y =3D  G(cos(T-B))

If there=E2=80=99s interest, I can try to do a standard proof deriving the <= BR> above.  I didn=E2=80=99t get to the formulas above with a step-by-step=20= written
proof, so it very well could be flawed.


       Out of interest, what types of system w= ere giving trouble in ''so many anecdotal stories about the difficulty of ad= justing Lehmans in the long period realm''?? You seem to be implying that th= ere must be some inherent problem, when something inadequate in the construc= tion seems the more likely explanation.
       I would expect to get mechanical proble= ms with some of the amateur designs previously described.

       Regards,

       Chris Chapman
Subject: Earthquake strength From: Steinar Midtskogen steinar@............. Date: Tue, 08 Jul 2008 11:08:06 +0200 For my web page I automatically retreave current earthquake data from USGS and NORSAR in order to make a table of earthquakes which my instrument should be able to detect. I then calculate arrival times for the P and S waves and add that to my plot as well. Quakes that satisfy the equation sqrt(10)^(m+2.5) > d, where m is the magnitude and d is the distance in km, are currently in my list, and that limit seems roughly to correspond to what I can detect. That is, I'm assuming that the strength of an earthquake drops by the square of the distance. Is that a valid assumptation for earthquakes? -- Steinar Midtskogen http://voksenlia.net/met/seismometer/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Digest from 07/07/2008 00:01:28 From: "Randy" rpratt@............. Date: Tue, 8 Jul 2008 07:41:28 -0500 Charles, I did some work on this question a couple of years back and got the same answers Chris is proposing that as the angle increases the restoring force increases. Consider the pivot point on a rolling contact will move laterally on the boom end. The horizontal pressure of the mass support geometry will now fall on an extended line making a right triangle with the boom axis and which is longer than the axis and thus the axis is the stable position with no moment about the cg. Use the mass as the origin of your support force system and sum moments and forces since a stable mass is the premise of the operation. My experience is that support flexure or lose threads in supporting legs are the barriers to settup stability and the floor of the basement is the controlling factor over days or weeks. I am also finding that with the stronger magnets I have obtained that I am fighting magnetic effects not seen before where even my damping plate may be causing instability. Randy ----- Original Message ----- From: To: Sent: Tuesday, July 08, 2008 02:00 Subject: Digest from 07/07/2008 00:01:28 > > .------ ------ ------ ------ ------ ------ ------ ------ ------ ------. > | Message 1 | > '------ ------ ------ ------ ------ ------ ------ ------ ------ ------' > Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? > From: Charles Patton > Date: Mon, 07 Jul 2008 00:02:39 -0700 > > Brett, Chris, > Thanks to Chris for tossing the wrench in the works -- :-) -- I have now > spent the day trying to resurrect trig math I haven't done seriously for > 35 years. I think I have the formula for Chris's bottom pivot, but I'm > still psyching out the upper pivot, so I haven't started sims yet. What > I think at this point is that as the gate swings the lower point > trajectory tightens up (radius decreases) with swing while the upper > pivot flattens out (radius increases) which I would assume leads to > unstability - the bob going lower as it swings. But this seems to fly > in the face of Chris's success in long period Lehman. The answer may lie > in the combination in that the gate is twisting as it swings so the > vertical position of the bob would play an important part of the > stability. There has to be some point that the beam twists about, and > if the bob is mounted above or below this point the twist could > compensate or increase the trajectory error of the bob. > > The morning is spoken for, so I'll try to get back on the problem in the > afternoon. > > Now I'll take a big leap of faith and put forth the formulas I think > describe the lower pivot. Assume a cylinder of radius R with a beam of > length K having a flat face resting on the cylinder. Angle T is the > angle of the contact point of cylinder/face (beam angle). The angle of > a line thru the center C of the cylinder and plumb bob P is equal to > angle T minus angle B. Line G = C to P. All angles are in radians. > Then: > B = T(R/K) > G = (R+K)/cosB > x & y are referenced from C > x = G(sin(T-B)) > y = G(cos(T-B)) > > If there's interest, I can try to do a standard proof deriving the > above. I didn't get to the formulas above with a step-by-step written > proof, so it very well could be flawed. Good for discussion though. > > Anyway, later. > Chas. > > > .------ ------ ------ ------ ------ ------ ------ ------ ------ ------. > | Message 2 | > '------ ------ ------ ------ ------ ------ ------ ------ ------ ------' > Subject: Re: Is a Lehman geometry rolling pivot inherently unstable? > From: ChrisAtUpw@....... > Date: Mon, 7 Jul 2008 20:36:46 EDT > > > --part1_cf4.316dc149.35a4109e_boundary > Content-Type: text/plain; charset="UTF-8" > Content-Transfer-Encoding: quoted-printable > Content-Language: en > > In a message dated 2008/07/07, charles.r.patton@........ writes: > > > Thanks to Chris for tossing the wrench in the works -- :-) -- I have now=20 > > spent the day trying to resurrect trig math I haven=E2=80=99t done serious= > ly for=20 > > 35 years. I think I have the formula for Chris=E2=80=99s bottom pivot, bu= > t I=E2=80=99m=20 > > still psyching out the upper pivot, so I haven=E2=80=99t started sims yet.= > What=20 > > I think at this point is that as the gate swings the lower point=20 > > trajectory tightens up (radius decreases) with swing while the upper=20 > > pivot flattens out (radius increases) which I would assume leads to=20 > > unstability =E2=80=93 the bob going lower as it swings. But this seems to= > fly=20 > > in the face of Chris=E2=80=99s success in long period Lehman.=20 > > Hi Charles, > > I am not entirely sure how you are analysing it, but you seem to be=20 > having problems. > > Consider a sphere of radius R with the flat end of the arm of length=20= > L=20 > resting up against it. If the arm swings through a small angle d, the=20 > distance between the centre of mass and the axis of rotation increases by ~=20= > L x=20 > (Rxd/L)^2 / 2. The separation must increase, since the contact point on the=20= > face=20 > has rolled sideways by Rxd from it's minimum central position. Whether the m= > ass=20 > rises or not depends on the behavoir of the top hinge. For a wire top=20 > suspension the centre of curvature should be ~constant and the mass should t= > end rise=20 > slightly, but the wire clamp must have well defined edges. If it does not, t= > he=20 > top centre of rotation will move sightly away from the vertical, increasing=20 > the stability, but decreasing the response linearity. > =20 > > Now I=E2=80=99ll take a big leap of faith and put forth the formulas I thi= > nk=20 > > describe the lower pivot. Assume a cylinder of radius R with a beam of=20 > > length K having a flat face resting on the cylinder. Angle T is the=20 > > angle of the contact point of cylinder/face (beam angle). The angle of=20 > > a line thru the center C of the cylinder and plumb bob P is equal to=20 > > angle T minus angle B. Line G =3D C to P. All angles are in radians. > > Then: > > B =3D T(R/K) > > G =3D (R+K)/cosB > > x & y are referenced from C > > x =3D G(sin(T-B)) > > y =3D G(cos(T-B)) > >=20 > > If there=E2=80=99s interest, I can try to do a standard proof deriving the= > =20 > > above. I didn=E2=80=99t get to the formulas above with a step-by-step wri= > tten=20 > > proof, so it very well could be flawed. > > Out of interest, what types of system were giving trouble in ''so man= > y=20 > anecdotal stories about the difficulty of adjusting Lehmans in the long=20 > period realm''?? You seem to be implying that there must be some inherent pr= > oblem,=20 > when something inadequate in the construction seems the more likely=20 > explanation.=20 > I would expect to get mechanical problems with some of the amateur=20 > designs previously described. > > Regards, > > Chris Chapman =20 > > --part1_cf4.316dc149.35a4109e_boundary > Content-Type: text/html; charset="UTF-8" > Content-Transfer-Encoding: quoted-printable > Content-Language: en > > In a me= > ssage dated 2008/07/07, charles.r.patton@........ writes:
>
>
: 5px; MARGIN-RIGHT: 0px; PADDING-LEFT: 5px">Thanks to Chris for tossing the= > wrench in the works -- :-) -- I have now
> spent the day trying to resurrect trig math I haven=E2=80=99t done seriously= > for
> 35 years.  I think I have the formula for Chris=E2=80=99s bottom pivot,= > but I=E2=80=99m
> still psyching out the upper pivot, so I haven=E2=80=99t started sims yet.&n= > bsp; What
> I think at this point is that as the gate swings the lower point
> trajectory tightens up (radius decreases) with swing while the upper
> pivot flattens out (radius increases) which I would assume leads to
> unstability =E2=80=93 the bob going lower as it swings.  But this seems= > to fly
> in the face of Chris=E2=80=99s success in long period Lehman.
COLOR=3D"#000000" BACK=3D"#ffffff" style=3D"BACKGROUND-COLOR: #ffffff" SIZE= > =3D2 PTSIZE=3D10 FAMILY=3D"SANSSERIF" FACE=3D"Arial" LANG=3D"0"> >
>
>
#ffffff" SIZE=3D2 PTSIZE=3D10 FAMILY=3D"SANSSERIF" FACE=3D"Arial" LANG=3D"0"= > >Hi Charles,
>
>        I am not entirely sure how you are anal= > ysing it, but you seem to be having problems.
>
>        Consider a sphere of radius R with the=20= > flat end of the arm of length L resting up against it. If the arm swings thr= > ough a small angle d, the distance between the centre of mass and the axis o= > f rotation increases by ~ L x (Rxd/L)^2 / 2. The separation must increase, s= > ince the contact point on the face has rolled sideways by Rxd from it's mini= > mum central position. Whether the mass rises or not depends on the behavoir=20= > of the top hinge. For a wire top suspension the centre of curvature should b= > e ~constant and the mass should tend rise slightly, but the wire clamp must=20= > have well defined edges. If it does not, the top centre of rotation will mov= > e sightly away from the vertical, increasing the stability, but decreasing t= > he response linearity.
>
>
: 5px; MARGIN-RIGHT: 0px; PADDING-LEFT: 5px">Now I=E2=80=99ll take a big lea= > p of faith and put forth the formulas I think
> describe the lower pivot.  Assume a cylinder of radius R with a beam of= >
> length K having a flat face resting on the cylinder.  Angle T is the R> > angle of the contact point of cylinder/face (beam angle).  The angle of= >
> a line thru the center C of the cylinder and plumb bob P is equal to
> angle T minus angle B.  Line G =3D C to P.  All angles are in radi= > ans.
> Then:
> B =3D T(R/K)
> G =3D (R+K)/cosB
>         x & y are referenced from C R> > x =3D  G(sin(T-B))
> y =3D  G(cos(T-B))
>
> If there=E2=80=99s interest, I can try to do a standard proof deriving the <= > BR> > above.  I didn=E2=80=99t get to the formulas above with a step-by-step=20= > written
> proof, so it very well could be flawed.

>
>        Out of interest, what types of system w= > ere giving trouble in ''so many anecdotal stories about the difficulty of ad= > justing Lehmans in the long period realm''?? You seem to be implying that th= > ere must be some inherent problem, when something inadequate in the construc= > tion seems the more likely explanation.
>        I would expect to get mechanical proble= > ms with some of the amateur designs previously described.
>
>        Regards,
>
>        Chris Chapman
> > --part1_cf4.316dc149.35a4109e_boundary-- > > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-DIGEST-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Earthquake strength From: ChrisAtUpw@....... Date: Tue, 8 Jul 2008 09:21:20 EDT In a message dated 2008/07/08, steinar@............. writes: > That is, I'm assuming that the strength of an earthquake drops by the > square of the distance. Is that a valid assumptation for earthquakes? Hi Steinar, The P and S waves are likely to fall off roughly as the cube of the path distance through the Earth. Surface waves may initially decrease as the square of the surface distance, but also increase in intensity as the source approaches 180 degrees - the wave front is contracting in circumferance. Regards, Chris Chapman In a me= ssage dated 2008/07/08, steinar@............. writes:

That is, I'm assuming that the=20= strength of an earthquake drops by the
square of the distance. Is that a valid assumptation for earthquakes?

Hi Steinar,

       The P and S waves are likely to fall of= f roughly as the cube of the path distance through the Earth. Surface waves=20= may initially decrease as the square of the surface distance, but also incre= ase in intensity as the source approaches 180 degrees - the wave front is co= ntracting in circumferance.

       Regards,

       Chris Chapman
Subject: Re: Digest from 07/07/2008 00:01:28 From: ChrisAtUpw@....... Date: Tue, 8 Jul 2008 09:46:36 EDT In a message dated 2008/07/08, rpratt@............. writes: > My experience is that support flexure or lose threads in supporting legs > are the barriers to settup stability and the floor of the basement is the > controlling factor over days or weeks. Hi Randy, Agreed! I put a wavy spring washer and a lock nut on the top of the baseplate to keep the threads under a fairly high tension at all times and to prevent any rocking or slipping of the threads. These are better than the ordinary split spring washers and give a force along the thread axis. This seems to work fine. I set the level etc, tighten the lock nut to ~1/2 compress the spring washer and then make any final level adjustment. You can only try selecting areas of the floor away from load bearing and particularly external walls, if possible. I am also finding that with the stronger magnets I have obtained that I am> > fighting magnetic effects not seen before where even my damping plate may be > causing instability. This suggests that you are using an Aluminum damping plate and that the edges of the plate are getting close to the edges of the magnets, during normal operation. There is a very high field gradient here. Increase the width of the damping plate so that it always completely covers the magnets? Aluminum is paramagnetic, some alloys more than others. I use 1/16" Copper sheet. Copper is very slightly diamagnetic and is ~free of this force problem. Regards, Chris Chapman In a me= ssage dated 2008/07/08, rpratt@............. writes:

My experience is that support f= lexure or lose threads in supporting legs are the barriers to settup stabili= ty and the floor of the basement is the controlling factor over days or week= s.


Hi Randy,

    Agreed! I put a wavy spring washer and a lock nut on the=20= top of the baseplate to keep the threads under a fairly high tension at all=20= times and to prevent any rocking or slipping of the threads. These are bette= r than the ordinary split spring washers and give a force along the thread a= xis. This seems to work fine. I set the level etc, tighten the lock nut to ~= 1/2 compress the spring washer and then make any final level adjustment.

       You can only try selecting areas of the= floor away from load bearing and particularly external walls, if possible.<= BR>
I am also finding that with the stronger magnets I have obtained that I am<= BLOCKQUOTE TYPE=3DCITE style=3D"BORDER-LEFT: #0000ff 2px solid; MARGIN-LEFT:= 5px; MARGIN-RIGHT: 0px; PADDING-LEFT: 5px">
fighting magnetic effects not seen before where even my damping plate may be=
causing instability.


       This suggests that you are using an Alu= minum damping plate and that the edges of the plate are getting close to the= edges of the magnets, during normal operation. There is a very high field g= radient here. Increase the width of the damping plate so that it always comp= letely covers the magnets? Aluminum is paramagnetic, some alloys more than o= thers. I use 1/16" Copper sheet. Copper is very slightly diamagnetic and is=20= ~free of this force problem.

       Regards,

       Chris Chapman
Subject: The Lehman is Up and Running From: "Gary Lindgren" gel@................. Date: Tue, 8 Jul 2008 18:40:24 -0700 I connected my first Lehman to the electronics last night and receiving data. It looks just like a seismograph should. Now the next question is: what is the best method to adjust the gain of the amplifier-A/D converter (I have Larry's boards). Do I wait to receive some substantial events and then make adjustments. Also, is there any consensus (probably not) on desired format for the seismometer display. I'm using 4 traces of 10 minutes each at this time. Gary Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 650-326-0655 www.blue-eagle-technologies.com cymonsplace.blogspot.com

I connected my first Lehman to the electronics last = night and receiving data. It looks just like a seismograph should. Now the = next question is: what is the best method to adjust the gain of the = amplifier-A/D converter (I have Larry’s boards). Do I wait to receive some = substantial events and then make adjustments. Also, is there any consensus (probably = not) on desired format for the seismometer display. I’m using 4 traces of = 10 minutes each at this time.

Gary

 

 

 

 

 

 

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655<= /span>

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 

Subject: Re: The Lehman is Up and Running From: ChrisAtUpw@....... Date: Tue, 8 Jul 2008 22:51:46 EDT In a message dated 2008/07/09, gel@................. writes: > I connected my first Lehman to the electronics last night and receiving=20 > data. It looks just like a seismograph should.=20 Hi Gary, Well done! Now the next question is: what is the best method to adjust the gain of the=20 > amplifier-A/D converter (I have Larry=E2=80=99s boards). Do I wait to rece= ive some=20 > substantial events and then make adjustments.=20 I set the gain initially so that the ocean microseisms are about 100=20= /=20 200 counts in 'quiet' conditions. You may want to record quakes which have=20 1/10 the amplitude of the background. Also, is there any consensus (probably not) on desired format for the=20 seismometer=20 > display. I=E2=80=99m using 4 traces of 10 minutes each at this time. Most folks use a 24 line x 1 hr 'drumplot' display. You can view the=20 last 24 hrs activity at a glance and then extract any section which has an=20 earthquake on it for further analysis. You can also set display filters to i= gnore=20 the microseism background. Regards, Chris Chapman =20 In a me= ssage dated 2008/07/09, gel@................. writes:

I connected my first Lehman to=20= the electronics last night and receiving data. It looks just like a seismogr= aph should.


Hi Gary,

       Well done!

Now the next question is: what is the best method to adjust the gain of the=20=

amplifier-A/D converter (I hav= e Larry=E2=80=99s boards). Do I wait to receive some substantial events and=20= then make adjustments.


       I set the gain initially so that the o= cean microseisms are about 100 / 200 counts in 'quiet' conditions. You may w= ant to record quakes which have 1/10 the amplitude of the background.

Also, is there any consensus (probably not) on desired format for the seismo= meter

display. I=E2=80=99m using 4 t= races of 10 minutes each at this time.


       Most folks use a 24 line x 1 hr 'drumpl= ot' display. You can view the last 24 hrs activity at a glance and then extr= act any section which has an earthquake on it for further analysis. You can=20= also set display filters to ignore the microseism background.

       Regards,

       Chris Chapman
Subject: RE: The Lehman is Up and Running From: "Gary Lindgren" gel@................. Date: Tue, 8 Jul 2008 20:24:25 -0700 Thank You Chris for the =E2=80=98drumplot=E2=80=99 advice. One thing I = saw immediately with this new display is the (I assume) auto traffic = noise. It is relatively quiet from about 11PM to 6Am local time, after = that the background noise builds up. I should add that the resonant = period is about 23 seconds and I=E2=80=99m using the Chapman magnet and = sensor coil design. Thank you, Gary =20 =20 =20 =20 =20 From: psn-l-request@.............. [mailto:psn-l-request@............... = On Behalf Of ChrisAtUpw@....... Sent: Tuesday, July 08, 2008 7:52 PM To: psn-l@.............. Subject: Re: The Lehman is Up and Running =20 In a message dated 2008/07/09, gel@................. writes: I connected my first Lehman to the electronics last night and receiving = data. It looks just like a seismograph should.=20 Hi Gary, Well done! Now the next question is: what is the best method to adjust the gain of = the=20 amplifier-A/D converter (I have Larry=E2=80=99s boards). Do I wait to = receive some substantial events and then make adjustments.=20 I set the gain initially so that the ocean microseisms are about = 100 / 200 counts in 'quiet' conditions. You may want to record quakes = which have 1/10 the amplitude of the background. Also, is there any consensus (probably not) on desired format for the = seismometer=20 display. I=E2=80=99m using 4 traces of 10 minutes each at this time. Most folks use a 24 line x 1 hr 'drumplot' display. You can view = the last 24 hrs activity at a glance and then extract any section which = has an earthquake on it for further analysis. You can also set display = filters to ignore the microseism background. Regards, Chris Chapman=20

Thank You Chris for the =E2=80=98drumplot=E2=80=99 = advice. One thing I saw immediately with this new display is the (I assume) auto traffic noise. = It is relatively quiet from about 11PM to 6Am local time, after that the = background noise builds up. I should add that the resonant period is about 23 = seconds and I=E2=80=99m using the Chapman magnet and sensor coil = design.

Thank you,

Gary

 

 

 

 

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of ChrisAtUpw@.......
Sent: Tuesday, July 08, 2008 7:52 PM
To: psn-l@..............
Subject: Re: The Lehman is Up and Running

 

In a message dated 2008/07/09, gel@................. writes:


I connected my first Lehman to the electronics last night and receiving = data. It looks just like a seismograph should.



Hi Gary,

       Well done!

Now the next question is: what is the best method to adjust the gain of = the

amplifier-A/D converter (I have = Larry=E2=80=99s boards). Do I wait to receive some substantial events and then make adjustments. =



       I set the gain initially so that = the ocean microseisms are about 100 / 200 counts in 'quiet' conditions. You may = want to record quakes which have 1/10 the amplitude of the background.

Also, is there any consensus (probably not) on desired format for the seismometer

display. I=E2=80=99m using 4 traces of 10 = minutes each at this time.



       Most folks use a 24 line x 1 hr = 'drumplot' display. You can view the last 24 hrs activity at a glance and then = extract any section which has an earthquake on it for further analysis. You can also = set display filters to ignore the microseism background.

       Regards,

       Chris Chapman

Subject: Re: Earthquake strength From: John Lahr johnjan@........ Date: Tue, 08 Jul 2008 21:07:02 -0700 Steiner, You could use the equation for Ms magnitude to compute the expected surface wave amplitude at your location. The equation is given in this spread sheet: http://jclahr.com/science/psn/magnitude_files/ML_magnitude.xls under Sheet 2. This will just be an rough estimate of the amplitude you may see because the radiation pattern of the earthquake will also effect the amplitude. Cheers, John At 02:08 AM 7/8/2008, you wrote: >For my web page I automatically retreave current earthquake data from >USGS and NORSAR in order to make a table of earthquakes which my >instrument should be able to detect. I then calculate arrival times >for the P and S waves and add that to my plot as well. > >Quakes that satisfy the equation sqrt(10)^(m+2.5) > d, where m is the >magnitude and d is the distance in km, are currently in my list, and >that limit seems roughly to correspond to what I can detect. > >That is, I'm assuming that the strength of an earthquake drops by the >square of the distance. Is that a valid assumptation for earthquakes? > >-- >Steinar Midtskogen >http://voksenlia.net/met/seismometer/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: quake prediction From: ian ian@........... Date: Wed, 09 Jul 2008 22:11:20 +0100 http://news.bbc.co.uk/2/hi/science/nature/7497672.stm __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Earthquake strength From: Barry Lotz barry_lotz@............. Date: Wed, 9 Jul 2008 18:34:19 -0700 (PDT) Steiner S-T Morrissey posted a discussion about this to psn on 13 nov 1999. I plotted a log-log sheet with "sensor count" on the y axis and distance from sensor on the x axis and drew magnitude lines (m =3.0,3.5,4.0, etc) . I then plotted individual points for each quake I recorded on this graph. I got pretty good correlation. Regards Barry John Lahr wrote: Steiner, You could use the equation for Ms magnitude to compute the expected surface wave amplitude at your location. The equation is given in this spread sheet: http://jclahr.com/science/psn/magnitude_files/ML_magnitude.xls under Sheet 2. This will just be an rough estimate of the amplitude you may see because the radiation pattern of the earthquake will also effect the amplitude. Cheers, John At 02:08 AM 7/8/2008, you wrote: >For my web page I automatically retreave current earthquake data from >USGS and NORSAR in order to make a table of earthquakes which my >instrument should be able to detect. I then calculate arrival times >for the P and S waves and add that to my plot as well. > >Quakes that satisfy the equation sqrt(10)^(m+2.5) > d, where m is the >magnitude and d is the distance in km, are currently in my list, and >that limit seems roughly to correspond to what I can detect. > >That is, I'm assuming that the strength of an earthquake drops by the >square of the distance. Is that a valid assumptation for earthquakes? > >-- >Steinar Midtskogen >http://voksenlia.net/met/seismometer/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L)
Steiner
S-T Morrissey posted a discussion about this to psn on 13 nov 1999. I plotted a log-log sheet
with "sensor count" on the y axis and distance from sensor on the x axis and drew magnitude lines (m =3.0,3.5,4.0, etc) . I then plotted individual points for each quake I recorded on this graph. I got pretty good correlation.
Regards
Barry

John Lahr <johnjan@........> wrote:
Steiner,

You could use the equation for Ms magnitude to compute the expected
surface wave amplitude at your location. The equation is given in this
spread sheet:
http://jclahr.com/science/psn/magnitude_files/ML_magnitude.xls
under Sheet 2.

This will just be an rough estimate of the amplitude you may see
because the radiation pattern of the earthquake will also effect the
amplitude.

Cheers,
John

At 02:08 AM 7/8/2008, you wrote:
>For my web page I automatically retreave current earthquake data from
>USGS and NORSAR in order to make a table of earthquakes which my
>instrument should be able to detect. I then calculate arrival times
>for the P and S waves and add that to my plot as well.
>
>Quakes that satisfy the equation sqrt(10)^(m+2.5) > d, where m is the
>magnitude and d is the distance in km, are currently in my list, and
>that limit seems roughly to correspond to what I can detect.
>
>That is, I'm assuming that the strength of an earthquake drops by the
>square of the distance. Is that a valid assumptation for earthquakes?
>
>--
>Steinar Midtskogen
>http://voksenlia.net/met/seismometer/


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Subject: Re: Earthquake strength From: =?ISO-8859-1?Q?J=F3n_Fr=EDmann?= jonfr@......... Date: Thu, 10 Jul 2008 01:59:35 +0000 Hi Local earthquakes have higher frequancy compnment then telesesmic earthquakes (more then 1500 km away). Due to that fact a 30 second sensor won't detect local earthquakes well or not at all. For optimal dection of local and regional earthquakes you need a sensor that is 1Hz, but geophones up to 4,5Hz also work quite well. But are not as senstive to smaller earthquakes, by best dection is ML0,5 (unchecked size) at 18 km. You might be missing local earthquakes in you area by just using a 30 second instrument. Regards. J=F3n Fr=EDmann. On Wed, 2008-07-09 at 18:34 -0700, Barry Lotz wrote: > Steiner > S-T Morrissey posted a discussion about this to psn on 13 nov 1999. I > plotted a log-log sheet > with "sensor count" on the y axis and distance from sensor on the x > axis and drew magnitude lines (m =3D3.0,3.5,4.0, etc) . I then plotted > individual points for each quake I recorded on this graph. I got > pretty good correlation. > Regards > Barry >=20 > John Lahr wrote: > Steiner, > =20 > You could use the equation for Ms magnitude to compute the > expected > surface wave amplitude at your location. The equation is given > in this > spread sheet: > http://jclahr.com/science/psn/magnitude_files/ML_magnitude.xls > under Sheet 2. > =20 > This will just be an rough estimate of the amplitude you may > see > because the radiation pattern of the earthquake will also > effect the > amplitude. > =20 > Cheers, > John > =20 > At 02:08 AM 7/8/2008, you wrote: > >For my web page I automatically retreave current earthquake > data from > >USGS and NORSAR in order to make a table of earthquakes which > my > >instrument should be able to detect. I then calculate arrival > times > >for the P and S waves and add that to my plot as well. > > > >Quakes that satisfy the equation sqrt(10)^(m+2.5) > d, where > m is the > >magnitude and d is the distance in km, are currently in my > list, and > >that limit seems roughly to correspond to what I can detect. > > > >That is, I'm assuming that the strength of an earthquake > drops by the > >square of the distance. Is that a valid assumptation for > earthquakes? > > > >-- > >Steinar Midtskogen > >http://voksenlia.net/met/seismometer/ > =20 > =20 > __________________________________________________________ > =20 > Public Seismic Network Mailing List (PSN-L) > =20 > To leave this list email PSN-L-REQUEST@.............. with=20 > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more > information. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Earthquake strength From: ChrisAtUpw@....... Date: Thu, 10 Jul 2008 00:00:55 EDT In a message dated 2008/07/10, jonfr@......... writes: > Local earthquakes have higher frequency component then telesesmic > earthquakes (more then 1500 km away). Due to that fact a 30 second > sensor won't detect local earthquakes well or not at all. Hi Jon, Sorry, but this is not correct. Our 20 second Lehmans detect ALL frequencies from 0.05 Hz up to the limit of the low pass filter, 5 Hz in our case. If you had a 10 Hz filter fitted, this would be your limit. The response is flat with velocity between these limits. For optimal > dection of local and regional earthquakes you need a sensor > that is 1Hz, but geophones up to 4,5Hz also work quite well. But are not as > senstive > to smaller earthquakes, by best dection is ML0,5 (unchecked size) at 18 km. Local quakes have components up to about 10 Hz, but may show only small amplitude surface waves at long periods. You can extend the range of a 4.5 Hz geophone down to about 0.5 Hz electronically. It will then respond to all quakes with amplitudes above the local noise levels. Geophone responses are usually limited by local environmental noise, not by electronic noise. They pick up everything that can be detected within their and the amplifier's response range! Have a look at the FFT plot of a local quake on your geophones? Regards, Chris Chapman In a me= ssage dated 2008/07/10, jonfr@......... writes:

Local earthquakes have higher f= requency component then telesesmic
earthquakes (more then 1500 km away).  Due to that fact a 30 second
sensor won't detect local earthquakes well or not at all.


Hi Jon,

       Sorry, but this is not correct. Our 20=20= second Lehmans detect ALL frequencies  from 0.05 Hz up to the limit of=20= the low pass filter, 5 Hz in our case. If you had a 10 Hz filter fitted, thi= s would be your limit. The response is flat with velocity between these limi= ts.

For optimal
dection of local an= d regional earthquakes you need a sensor that is 1Hz, but geophones up to 4,= 5Hz also work quite well. But are not as senstive
to smaller earthquakes, by best dection is ML0,5 (unchecked size) at 18 km.<= /BLOCKQUOTE>

       Local quakes have components up to abou= t 10 Hz, but may show only small amplitude surface waves at long periods. Yo= u can extend the range of a 4.5 Hz geophone down to about 0.5 Hz electronica= lly. It will then respond to all quakes with amplitudes above the local nois= e levels.

       Geophone responses are usually limited=20= by local environmental noise, not by electronic noise. They pick up everythi= ng that can be detected within their and the amplifier's response range! Hav= e a look at the FFT plot of a local quake on your geophones?

       Regards,

       Chris Chapman
Subject: Re: Earthquake strength From: Steinar Midtskogen steinar@............. Date: Thu, 10 Jul 2008 06:56:31 +0200 [Jón Frímann] > Local earthquakes have higher frequancy compnment then telesesmic > earthquakes (more then 1500 km away). Due to that fact a 30 second > sensor won't detect local earthquakes well or not at all. For optimal > dection of local and regional earthquakes you need a sensor that is 1Hz, > but geophones up to 4,5Hz also work quite well. But are not as senstive > to smaller earthquakes, by best dection is ML0,5 (unchecked size) at 18 > km. I think I can expect several <1.5 earthquakes a year here in the Oslo region and perhaps a couple of slightly stronger ones which are usually not felt, but there hasn't been one yet to provide a test. However, a brief thunderstorm a few days ago was clearly visible on the plot for about 20 minutes, which matched the period lightnings were striking within a distance of few hundred metres. The rain was also very heavy (14 mm in 10 minutes), but I don't know if that can influence the seismometer. I've been wondering whether a geophone would be something to get, but I suspect that my site isn't very suited, since rail lines pass 40 meters away. -- Steinar Midtskogen http://voksenlia.net/met/seismometer/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Earthquake strength From: Steinar Midtskogen steinar@............. Date: Thu, 10 Jul 2008 18:46:31 +0200 I wrote earlier today: > I think I can expect several <1.5 earthquakes a year here in the Oslo > region and perhaps a couple of slightly stronger ones which are > usually not felt, but there hasn't been one yet to provide a test. According to NORSAR there was a 1.0 earthquake 25 km away from here at 12:07:46 today, and sure enough, when I look at my data, I got a big spike at 12:07:56 roughly at 2.5 Hz. It was just one short spike which echoed at most 25 seconds. Is there a formula which, given the distance from the earthquake, will give the frequency which is most likely to be the strongest? -- Steinar Midtskogen http://voksenlia.net/met/seismometer/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: The Zollner suspension seismometer From: "meredith lamb" paleoartifact@......... Date: Fri, 11 Jul 2008 23:49:15 -0600 Hi all, Looking at the history of seismometers on the web; the Zollner suspension has held some interest to me; as it "seems" to have alot of potential, although I've not yet tried it out. Theres very little on the web about it. http://njsas.org/gallery/pete_zollner/Figure_1_Standard_Seismograph and, its shown in Figure 6 below: http://earthquake.usgs.gov/learning/topics/seismology/history/part06.php Anyone tried such? Results? Take care, Meredith Lamb
Hi all,
 
Looking at the history of seismometers on the web; the Zollner suspension has held some interest
to me; as it "seems" to have alot of potential, although I've not yet tried it out.  Theres very little on
the web about it.
 
 
and, its shown in Figure 6 below:
 
 
Anyone tried such?  Results?
 
Take care, Meredith Lamb
 
 
 
Subject: Re: The Zollner suspension seismometer From: Pete Rowe ptrowe@......... Date: Fri, 11 Jul 2008 23:57:35 -0700 (PDT) Hi Meridith I've been running my version of this since 1988. It is a 3 second horizontal with violin "E" string as the wires. It is a little larger than a shoe box and I see easily 7.0 magnitude quakes anywhere on earth. Several folks have duplicated my design with good results. I think there is a sketch of it in the PSN archives somewhere. If you are interested, I can send you some pictures. Regards, Pete Rowe --- On Fri, 7/11/08, meredith lamb wrote: > From: meredith lamb > Subject: The Zollner suspension seismometer > To: psn-l@.............. > Date: Friday, July 11, 2008, 10:49 PM > Hi all, > > Looking at the history of seismometers on the web; the > Zollner > suspension has held some interest > to me; as it "seems" to have alot of potential, > although I've not yet tried > it out. Theres very little on > the web about it. > > http://njsas.org/gallery/pete_zollner/Figure_1_Standard_Seismograph > > and, its shown in Figure 6 below: > > http://earthquake.usgs.gov/learning/topics/seismology/history/part06.php > > Anyone tried such? Results? > > Take care, Meredith Lamb __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: The Zollner suspension seismometer From: ChrisAtUpw@....... Date: Sat, 12 Jul 2008 07:43:17 EDT In a message dated 2008/07/12, paleoartifact@......... writes: > Looking at the history of seismometers on the web; the Zollner suspension > has held some interest to me; as it "seems" to have alot of potential, > although I've not yet tried it out. Theres very little on the web about it. > http://njsas.org/gallery/pete_zollner/Figure_1_Standard_Seismograph > and, its shown in Figure 6 below: > http://earthquake.usgs.gov/learning/topics/seismology/history/part06.php > Anyone tried such? Results? Hi Meredith, I think that it was more popular in Europe. I seem to remember gravimeters made this way? The Sprengnethers used a horizontal wire in tension, rather than a diagonal wire. Regards, Chris In a me= ssage dated 2008/07/12, paleoartifact@......... writes:

Looking at the history of seism= ometers on the web; the Zollner suspension has held some interest to me; as=20= it "seems" to have alot of potential, although I've not yet tried it out. Th= eres very little on the web about it.
http://njsas.org/gallery/pete_zollner/Figure_1_Standard_Seismograph=
and, its shown in Figure 6 below:
http://earthquake.usgs.gov/learning/topics/seismology/history/part= 06.php
Anyone tried such?  Results?


Hi Meredith,

       I think that it was more popular in Eur= ope. I seem to remember gravimeters made this way?
       The Sprengnethers used a horizontal wir= e in tension, rather than a diagonal wire.

       Regards,

       Chris
Subject: seismic records From: "Thomas Dick" dickthomas01@............. Date: Sat, 12 Jul 2008 09:52:34 -0500 Is there a way/place where I can get records(sac binary) from educational/government stations for time periods that are not listed as earthquakes? __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: seismic records From: Bob Hancock carpediem1@......... Date: Sat, 12 Jul 2008 08:27:28 -0700 Yes, you can access SAC Binary files back to 1 January 1990 through Wilber II, at IRIS. Here is a link: http://www.iris.edu/dms/wilber.htm You will have access to world wide records, although I have found some of the older data is a little thin when working with non-US networks. The SPYDER files are the initial lists of event. You can only access one hour of data from SPYDER. FARM events are events that have gone through review, and you will often see revised event location, depth, and magnitude. They can be listed as early as 45 days, but sometimes are longer. Bob McClure has written a SAC to PSN utility available from his web site. You can use that to convert the files to PSN if you like. It available on his web site at: http://jclahr.com/science/psn/mcclure/index.html Look for WinQuake and SAC utilities listing. Be aware that the starting time on SAC files vary by a few seconds and you will have to crop them through WinQuake to make a data set. It would probably be best if you convert them to PSN files first and then do the file modification. When you use Bob McClure's SAC to PSN program, you will still have to manually add the magnitude and comments fields. Regards, Bob Hancock On 7/12/08 7:52 AM, "Thomas Dick" wrote: > Is there a way/place where I can get records(sac binary) from > educational/government stations for time periods that are not listed as > earthquakes? > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: The Zollner suspension seismometer From: "meredith lamb" paleoartifact@......... Date: Sat, 12 Jul 2008 09:43:48 -0600 Hi Pete, Yes...I'd like to see the pictures. If its OK, I can "probably" easily put them up on the web (I'am assuming digital) if its OK with you, so other folks can see them...or, you maybe able to do so? I "assume" you're not the "Pete" with the first web reference? Any specific problems you're seen; or, good points come to mind? Is it capable of longer periods? Thanks, Meredith Lamb On Sat, Jul 12, 2008 at 12:57 AM, Pete Rowe wrote: > Hi Meridith > I've been running my version of this since 1988. It is a 3 second > horizontal with violin "E" string as the wires. It is a little larger than a > shoe box and I see easily 7.0 magnitude quakes anywhere on earth. Several > folks have duplicated my design with good results. I think there is a sketch > of it in the PSN archives somewhere. If you are interested, I can send you > some pictures. > > Regards, > Pete Rowe > > > --- On Fri, 7/11/08, meredith lamb wrote: > > > From: meredith lamb > > Subject: The Zollner suspension seismometer > > To: psn-l@.............. > > Date: Friday, July 11, 2008, 10:49 PM > > Hi all, > > > > Looking at the history of seismometers on the web; the > > Zollner > > suspension has held some interest > > to me; as it "seems" to have alot of potential, > > although I've not yet tried > > it out. Theres very little on > > the web about it. > > > > http://njsas.org/gallery/pete_zollner/Figure_1_Standard_Seismograph > > > > and, its shown in Figure 6 below: > > > > http://earthquake.usgs.gov/learning/topics/seismology/history/part06.php > > > > Anyone tried such? Results? > > > > Take care, Meredith Lamb > > > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. >
Hi Pete,
 
Yes...I'd like to see the pictures.  If its OK, I can "probably" easily put them up on the web (I'am assuming digital) if
its OK with you, so other folks can see them...or, you maybe able to do so?   I "assume" you're not the "Pete" with the first web reference?
 
Any specific problems you're seen; or, good points come to mind?  Is it capable of longer periods?

Thanks, Meredith Lamb
 
On Sat, Jul 12, 2008 at 12:57 AM, Pete Rowe <ptrowe@.........> wrote:
Hi Meridith
I've been running my version of this since 1988. It is a 3 second horizontal with violin "E" string as the wires. It is a little larger than a shoe box and I see easily 7.0 magnitude quakes anywhere on earth. Several folks have duplicated my design with good results. I think there is a sketch of it in the PSN archives somewhere. If you are interested, I can send you some pictures.

Regards,
Pete Rowe


--- On Fri, 7/11/08, meredith lamb <paleoartifact@.........> wrote:

> From: meredith lamb <paleoartifact@.........>
> Subject: The Zollner suspension seismometer
> To: psn-l@..............
> Date: Friday, July 11, 2008, 10:49 PM
> Hi all,
>
> Looking at the history of seismometers on the web; the
> Zollner
> suspension has held some interest
> to me; as it "seems" to have alot of potential,
> although I've not yet tried
> it out.  Theres very little on
> the web about it.
>
> http://njsas.org/gallery/pete_zollner/Figure_1_Standard_Seismograph
>
> and, its shown in Figure 6 below:
>
> http://earthquake.usgs.gov/learning/topics/seismology/history/part06.php
>
> Anyone tried such?  Results?
>
> Take care, Meredith Lamb



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Subject: Re: The Zollner suspension seismometer From: "meredith lamb" paleoartifact@......... Date: Sat, 12 Jul 2008 10:01:15 -0600 Hi Chris, You're right it was originally developed for a gravimeter; but recommended by this Zollner for use in a seismometer. Haven't found this Zollner persons first name. German design of 1869. Being as their is almost zero on the web, it sounds like it had "problems" of some sort. I'd think it would need a very strong boom to prevent bowing or vibration; and a strong support frame. The vertical single wire Wood-Andersons (horizontal sensing) of the 1920's, are "sort-of" considered a variation. Take care, Meredith On Sat, Jul 12, 2008 at 5:43 AM, wrote: > In a message dated 2008/07/12, paleoartifact@......... writes: > > Looking at the history of seismometers on the web; the Zollner suspension > has held some interest to me; as it "seems" to have alot of potential, > although I've not yet tried it out. Theres very little on the web about it. > http://njsas.org/gallery/pete_zollner/Figure_1_Standard_Seismograph > and, its shown in Figure 6 below: > http://earthquake.usgs.gov/learning/topics/seismology/history/part06.php > Anyone tried such? Results? > > > > Hi Meredith, > > I think that it was more popular in Europe. I seem to remember > gravimeters made this way? > The Sprengnethers used a horizontal wire in tension, rather than a > diagonal wire. > > Regards, > > Chris
Hi Chris,
 
You're right it was originally developed for a gravimeter; but recommended by this Zollner for use in a seismometer.
Haven't found this Zollner persons first name.  German design of 1869.  Being as their is almost zero on the web, it sounds
like it had "problems" of some sort.  I'd think it would need a very strong boom to prevent bowing or vibration; and a
strong support frame.  The vertical single wire Wood-Andersons (horizontal sensing) of the 1920's, are "sort-of" considered a variation.
 
Take care, Meredith

On Sat, Jul 12, 2008 at 5:43 AM, <ChrisAtUpw@.......> wrote:
In a message dated 2008/07/12, paleoartifact@......... writes:

Looking at the history of seismometers on the web; the Zollner suspension has held some interest to me; as it "seems" to have alot of potential, although I've not yet tried it out. Theres very little on the web about it.
http://njsas.org/gallery/pete_zollner/Figure_1_Standard_Seismograph
and, its shown in Figure 6 below:
http://earthquake.usgs.gov/learning/topics/seismology/history/part06.php
Anyone tried such?  Results?


Hi Meredith,

       I think that it was more popular in Europe. I seem to remember gravimeters made this way?
       The Sprengnethers used a horizontal wire in tension, rather than a diagonal wire.

       Regards,

       Chris

Subject: Re: seismic records From: "Thomas Dick" dickthomas01@............. Date: Sat, 12 Jul 2008 12:10:51 -0500 Bob, your comments put a lot of good information in one place. I are having a lot of mine blasting, construction and earthquakes less than 3 in this area. They aren't found as data files on Wilber -- or I don't know how to find them. I wanted to do some triangulation. There also seems to be some minor ducting going on ... blasting seems stronger than it really is. Might even try some fossil hunting later in the Fall if I can afford the gasoline. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: seismic records From: Bob Hancock carpediem1@......... Date: Sat, 12 Jul 2008 10:57:41 -0700 I don't believe there is a database of mine blasting, and construction events. One of the problems with low magnitude events is the wave amplitude which decreases with distance. The other thing is that initial movement on a P wave will be the same regardless of the quadrant you are in. That is how underground nuclear testing is detected. The nuclear bomb testing that was conducted by North Korea was picked up on Chinese seismograms, and the USGS had a link to the data. We have lots of open pit copper mining here in Southern Arizona, and quite often I see the surface wave, but may loose the P & S waves in the background. You can use the use the USGS program for phase timing, see link: http://neic.usgs.gov/neis/travel_times/compute_tt.html Or its sister program which only has events from the last 14 days: http://neic.usgs.gov/neis/travel_times/artim.html Both programs have wave amplitude information which may give you some idea of what events you can see from whatever distance. I use them all the time to check on the phase travel times. Another program you can download from IRIS is VASE, see link: http://www.iris.edu/news/newsletter/vol9no2/page3.htm This program will allow you to download data from various seismic stations that have recorded data in the IRIS database. You select the network, station, channels and time you want, and the format (SAC Binary). I have used this to check out undocumented events. One advantage of the vase program is that you can download several hours of data at one time. If you wanted to search a block of data with this program its possible. Again, you have to specify a date and time. Its a JAVA based program, and probably not suitable for a dial-up connection. On comment about mine blasts. Here in Southern Arizona, they frequently use ripple blasting which is a series of individual blasts over a specified distance in quick sequence, such as one or two seconds. You can often see the initial P wave clearly, if its close enough, but after that the seismogram gets very muddy trying to pick out everything else. I am unaware (they are probably here) of any tunnel mining in Southern Arizona, and the single blasts typical of that type of mining. Bob Hancock On 7/12/08 10:10 AM, "Thomas Dick" wrote: > Bob, your comments put a lot of good information in one place. I are having > a lot of mine blasting, construction and earthquakes less than 3 in this > area. They aren't found as data files on Wilber -- or I don't know how to > find them. I wanted to do some triangulation. There also seems to be some > minor ducting going on ... blasting seems stronger than it really is. Might > even try some fossil hunting later in the Fall if I can afford the gasoline. > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: seismic records From: "Thomas Dick" dickthomas01@............. Date: Sat, 12 Jul 2008 15:21:42 -0500 I display about two hours of data on a computer monitor. So, I have to stift through data older than that. You can use the use the USGS program for phase timing I am familiar with this program. I used it a lot. The USGS doesn't supply predicted arrival times for smaller quakes in areas like Puerto Rica, Dominian Republic and the Virgin Islands. The VASE program seems interesting. I downloaded it, the manuel, and looked at the video. Will try it out later. One advantage of the vase program is that you can download several hours of data at one time. If you wanted to search a block of data with this program its possible. This may work for me. There are at least six seismic stations within 50 miles of this location. I just need to find the way "in". may loose the P & S waves in the background & they frequently use ripple blasting which is a series of individual blasts over a specified distance in quick sequence, such as one or two seconds I have geophones, AS-1 and two Lehmans. Lately, I have been displaying only the two Lehmans. I just recorded one of the blasts with no P and S. Even the AS-1 didn't record any, but the vertical geophone did; at least eight detenations with the last two being larger. not suitable for a dial-up connection. I have cable I am unaware (they are probably here) of any tunnel mining in Southern Arizona, and the single blasts typical of that type of mining. I have a couple near here -- but at least fifty miles away. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: The Zollner suspension seismometer From: ChrisAtUpw@....... Date: Sat, 12 Jul 2008 16:53:53 EDT In a message dated 2008/07/12, paleoartifact@......... writes: > You're right it was originally developed for a gravimeter; but recommended > by this Zollner for use in a seismometer. > Haven't found this Zollner persons first name. German design of 1869. Being > as their is almost zero on the web, it sounds like it had "problems" of some > sort. I'd think it would need a very strong boom to prevent bowing or > vibration; and a > strong support frame. Some of the gravimeters were made from fused silica. One problem is that the Zollner boom can oscillate by moving the whole boom sideways, as well as by rotating. I am not sure how you would set up the damping in practice. The garden-gate type seismometers do have one end of the boom firmly located by the flexure. The vertical single wire Wood-Andersons (horizontal sensing) of the 1920's, are > "sort-of" considered a variation. > I can't think why. W-As have an offset mass suspended by a taught vertical torsion wire. The torsional properties of the wire determine the sensitivity. For an itemised history see http://www.oge.or.at/Lecture_Seismometry.pdf Regards, Chris Chapman In a me= ssage dated 2008/07/12, paleoartifact@......... writes:

You're right it was originally=20= developed for a gravimeter; but recommended by this Zollner for use in a sei= smometer.
Haven't found this Zollner persons first name. German design of 1869. Being=20= as their is almost zero on the web, it sounds like it had "problems" of some= sort.  I'd think it would need a very strong boom to prevent bowing or= vibration; and a
strong support frame. 


    Some of the gravimeters were made from fused silica. One=20= problem is that the Zollner boom can oscillate by moving the whole boom side= ways, as well as by rotating. I am not sure how you would set up the damping= in practice.
    The garden-gate type seismometers do have one end of the=20= boom firmly located by the flexure.

The vertical single wire Wood-Andersons (horizontal sensing) of the 1920's,=20= are

"sort-of" considered a variati= on.

       I can't think why. W-As have an offset=20= mass suspended by a taught vertical torsion wire. The torsional properties o= f the wire determine the sensitivity.

       For an itemised history see http://www.= oge.or.at/Lecture_Seismometry.pdf

       Regards,

       Chris Chapman
Subject: Re: seismic records From: Bob Hancock carpediem1@......... Date: Sat, 12 Jul 2008 15:21:28 -0700 You are in luck, living in Indiana, there is the PN (PEPP, IN, Princeton Earth Physics Program network of Indiana) network, including one station in Evansville, IN. You can reference this through Wilber II. I would also suggest that you download the GEE program from IRIS, at the following link: http://www.seis.sc.edu/gee/about.html The program is easy to use, but does not have the sophistication of WinQuake. It appears as an unfinished program to me. However, you can read SAC, PSN, and PSN datasets with no problems. You can also monitor in as close to real time as it gets any of seismic stations listed in their worldwide database. The documentation is a little thin, but as you use it, you will learn how it works. Another nice feature is a world map of seismic stations. I noticed there are several stations near your location including Wyandotte Cave, IN, part of the IU network. Many stations from the Transportable Array (TA) network are shown in the Western US. In a year or two, many of these stations will be moving to the Mid-West US, so you may have many more stations to chose from. Another network you might want to explore is NM (Cooperative New Madrid Seismic Network). They are not as close as your PN stations, but could give you another source of reference data. Bob Hancock On 7/12/08 1:21 PM, "Thomas Dick" wrote: > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: The Zollner suspension seismometer From: "meredith lamb" paleoartifact@......... Date: Sat, 12 Jul 2008 18:16:30 -0600 Chris, Excellent point on the whole boom moving sideways; I'd not thought of that. Presumably thats probably the "vibratory/local source noise" aspect of it. Perhaps a partial limiting cure for that oscillation; might be having a strong eddy current dampening plate boom centered and dropping down abit underneath the boom. Think I'll make a rough quick oscillating model; just to get a much better impression of its aspects. It will likely be interesting. Take care, Meredith On Sat, Jul 12, 2008 at 2:53 PM, wrote: > In a message dated 2008/07/12, paleoartifact@......... writes: > > You're right it was originally developed for a gravimeter; but > recommended by this Zollner for use in a seismometer. > Haven't found this Zollner persons first name. German design of 1869. Being > as their is almost zero on the web, it sounds like it had "problems" of some > sort. I'd think it would need a very strong boom to prevent bowing or > vibration; and a > strong support frame. > > > > Some of the gravimeters were made from fused silica. One problem is > that the Zollner boom can oscillate by moving the whole boom sideways, as > well as by rotating. I am not sure how you would set up the damping in > practice. > The garden-gate type seismometers do have one end of the boom firmly > located by the flexure. > > The vertical single wire Wood-Andersons (horizontal sensing) of the 1920's, > are > > "sort-of" considered a variation. > > > I can't think why. W-As have an offset mass suspended by a taught > vertical torsion wire. The torsional properties of the wire determine the > sensitivity. > > For an itemised history see > http://www.oge.or.at/Lecture_Seismometry.pdf > > Regards, > > Chris Chapman
Chris,
 
Excellent point on the whole boom moving sideways; I'd not thought of that.  Presumably thats probably the "vibratory/local source noise"
aspect of it.  Perhaps a partial limiting cure for that oscillation; might be having a strong eddy current dampening plate boom centered
and dropping down abit underneath the boom.   
 
Think I'll make a rough quick oscillating model; just to get a much better impression of its aspects.  It will likely be interesting.
 
Take care, Meredith  
 


 
On Sat, Jul 12, 2008 at 2:53 PM, <ChrisAtUpw@.......> wrote:
In a message dated 2008/07/12, paleoartifact@......... writes:

You're right it was originally developed for a gravimeter; but recommended by this Zollner for use in a seismometer.
Haven't found this Zollner persons first name. German design of 1869. Being as their is almost zero on the web, it sounds like it had "problems" of some sort.  I'd think it would need a very strong boom to prevent bowing or vibration; and a
strong support frame. 


    Some of the gravimeters were made from fused silica. One problem is that the Zollner boom can oscillate by moving the whole boom sideways, as well as by rotating. I am not sure how you would set up the damping in practice.
    The garden-gate type seismometers do have one end of the boom firmly located by the flexure.

The vertical single wire Wood-Andersons (horizontal sensing) of the 1920's, are

"sort-of" considered a variation.

       I can't think why. W-As have an offset mass suspended by a taught vertical torsion wire. The torsional properties of the wire determine the sensitivity.

       For an itemised history see http://www.oge.or.at/Lecture_Seismometry.pdf

       Regards,

       Chris Chapman

Subject: unsubscribe From: "Erich Kern" efkern@............. Date: Sat, 12 Jul 2008 22:08:48 -0700 please unsubscribe efkern@eathlink.net
 
please unsubscribe efkern@............=20
Subject: Re: Earthquake strength From: =?ISO-8859-1?Q?J=F3n_Fr=EDmann?= jonfr@......... Date: Sun, 13 Jul 2008 23:19:54 +0000 Hi Chris. Then you have a broadband seismometer, rather then a low period one. A small local earthquake can have a frequancy up to 22Hz, if it is a small one (0.0 up to 3.5). If it is a bigger earthquake, it has higher frequancy responce. I see that in my data all the time.=20 Steinar Midtskogen Earthquake detection also depends on what type of rock layer your sensor is on. Old crust carries earthquakes better then a new one. In my area I can record earthquakes better that are north of me then earthquakes that are south of me. This is because of the curst, it is broken south of me and also contains a lot of magma in areas.=20 Did you record the ML3.6 earthquake in Belgium today ? http://www.emsc-csem.org/index.php?page=3Dcurrent&sub=3Ddetail&id=3D92228 Regards. J=F3n Fr=EDmann. On Thu, 2008-07-10 at 00:00 -0400, ChrisAtUpw@....... wrote: > In a message dated 2008/07/10, jonfr@......... writes: >=20 > > Local earthquakes have higher frequency component then telesesmic > > earthquakes (more then 1500 km away). Due to that fact a 30 second > > sensor won't detect local earthquakes well or not at all.=20 >=20 >=20 > Hi Jon, >=20 > Sorry, but this is not correct. Our 20 second Lehmans detect > ALL frequencies from 0.05 Hz up to the limit of the low pass filter, > 5 Hz in our case. If you had a 10 Hz filter fitted, this would be your > limit. The response is flat with velocity between these limits. >=20 > For optimal=20 > > dection of local and regional earthquakes you need a sensor that is > > 1Hz, but geophones up to 4,5Hz also work quite well. But are not as > > senstive > > to smaller earthquakes, by best dection is ML0,5 (unchecked size) at > > 18 km. >=20 >=20 > Local quakes have components up to about 10 Hz, but may show > only small amplitude surface waves at long periods. You can extend the > range of a 4.5 Hz geophone down to about 0.5 Hz electronically. It > will then respond to all quakes with amplitudes above the local noise > levels. >=20 > Geophone responses are usually limited by local environmental > noise, not by electronic noise. They pick up everything that can be > detected within their and the amplifier's response range! Have a look > at the FFT plot of a local quake on your geophones? >=20 > Regards, >=20 > Chris Chapman=20 __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: seismic records From: "Thomas Dick" dickthomas01@............. Date: Sun, 13 Jul 2008 20:51:19 -0500 > You are in luck, living in Indiana, there is the PN (PEPP, IN, Princeton > Earth Physics Program network of Indiana) network, including one station > in > Evansville, IN. You can reference this through Wilber II. You opened new doors for me to explore with this comment. I downloaded a list of those stations now. The Illinois quakes in April don't show any data locally; the Princeton site which was not operating at the time. The Evansville and New Harmony site are not shown sites aren't listed.. > > I would also suggest that you download the GEE program from IRIS, at the > following link: I also got VASE. I have to absorb the operating instructions for this program.> > The program is easy to use, but does not have the sophistication of > WinQuake. It appears as an unfinished program to me. However, you can > read > SAC, PSN, and PSN datasets with no problems. I like Bob's Winquake utilities for converting to PSN You can also monitor in as close to real time as it gets any of seismic stations listed in their worldwide database. > This will help -- it is a start in a new direction; I have the USI site which is a part of the U. of St. Louis, as well another at University of Evansville and of course, Wyandotte Cave, IN and the IU network for actual quakes. > > Many stations from the Transportable Array (TA) network are shown in the > Western US. In a year or two, many of these stations will be moving to > the > Mid-West US, so you may have many more stations to chose from. > Hummmm > Another network you might want to explore is NM (Cooperative New Madrid > Seismic Network). I have broused there some; occasrionally, a small western Kentucky quake will show up on some of their units. They are not as close as your PN stations, but could give Thanks for your comments and the time it took to create them. Yours, Tom __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Earthquake strength From: Steinar Midtskogen steinar@............. Date: Mon, 14 Jul 2008 08:25:23 +0200 [Jón Frímann] > Did you record the ML3.6 earthquake in Belgium today ? > > http://www.emsc-csem.org/index.php?page=current&sub=detail&id=92228 3.6 at over 1100 km away seems to be about the limit of what I can record. I can't find it, though. Perhaps it would be recorded during the night when I have less local noise. The 6+ Taiwan earthquake a little later dominates the plot of the day. -- Steinar Midtskogen http://voksenlia.net/met/seismometer/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Timing Accuracy Within WinSDR From: "Thomas Dick" dickthomas01@............. Date: Mon, 14 Jul 2008 10:12:11 -0500 Since I raised the issue, I would like to put an end to it. I had several checks made on my coordinates. That wasn't an issue. Then, using the largest quake in the Illinois group in April, I acquired data from eight sites besides my own. I used WinQuake and only the records of the vertical instruments at each site. The sites ranged from 35 km to 173 km from the epicenter; all to the east of the epicenter. The educationally sponsored sites (using the tables in WinQuake) showed a variation of zero to 1.6 seconds deviation from the expected arrival of P. The other four which are PP sites had an average deviation of 5.3 seconds. I excluded one site which was off 77 seconds. So, my deviation of 3 seconds was better than average in this group and allows the rest of the deviation to be blamed on things like the bowl-shaped syncline that exists here and several known faults. Most interesting to me was that the most accurate educational site (where P arrived excatly as expected) was 90 km away from the epicenter and sits in a cave of limestone approximately of the same type as that found at the focus. Enough said! __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Diamond polishing carbide rods From: "David Saum" DSaum@............ Date: Tue, 15 Jul 2008 08:53:55 -0400 I bought some carbide rods (1/8" x 1.5") from eBay that appeared to be polished, but under 30x magnification they were quite rough. But I was able to get a nice mirror polish on carbide rods with this set of diamond paste polish from eBay http://cgi.ebay.com/12-pcs-5gram-Diamond-polishing-lapping-paste-compound_W0QQitemZ180262758807QQcmdZ I started with the 10 micron polish and worked down to the 0.5 micron polish. Polish was applied to a paper towel, and a hand drill was used to rotate the rod against the towel for about 30 seconds for each polish. A black residue gives an indication that the polish is actually working. Under 30x magnification the polished rod shows a mirror finish with only a few isolated pits left. Since the diamond polish kit goes up to 40 microns, it may be possible to get rid of all the pits by using the full range of polishes or by longer polishing. I plan to use an 1/8"sapphire ball against two of the rods for an improved Lehman pivot. Dave __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Diamond polishing carbide rods From: ChrisAtUpw@....... Date: Tue, 15 Jul 2008 11:23:26 EDT In a message dated 2008/07/15, DSaum@............ writes: > I bought some carbide rods (1/8" x 1.5") from eBay that appeared to be > polished, but under 30x magnification they were quite rough. But I was able to > get a nice mirror polish on carbide rods with this set of diamond paste polish > from eBay > http://cgi.ebay.com/12-pcs-5gram-Diamond-polishing-lapping-paste-compound_W0Q > QitemZ180262758807QQcmdZ > > I started with the 10 micron polish and worked down to the 0.5 micron > polish. > > Polish was applied to a paper towel, and a hand drill was used to rotate the > rod against the towel for about 30 seconds for each polish. A black residue > gives an > indication that the polish is actually working. Hi Dave, This will NOT produce the optimum smoothness. A flexible backing material just follows the existing wavy contours. You need to use copper laps and work along the length to remove the ridges often left by machining. Bend about 1 /2" length of 0.040 thou thick U of copper around a mandrel / drill / the carbide rod and use the U against the carbide rod with diamond paste + oil. > I plan to use an 1/8"sapphire ball against two of the rods > for an improved Lehman pivot. I suggest that you either use crossed carbide rods with the vertical rod on the support post, or that you put the ball on the vertical support post. A ball rolling on a plane is considerably inferior to a plane rolling on a ball. A two rods rolling on a ball are likely to have a higher frictional loss than crossed rods. Regards, Chris Chapman In a me= ssage dated 2008/07/15, DSaum@............ writes:

I bought some carbide rods (1/8= " x 1.5") from eBay that appeared to be polished, but under 30x magnificatio= n they were quite rough. But I was able to get a nice mirror polish on carbi= de rods with this set of diamond paste polish from eBay
http://cgi.ebay.com/12-pcs-5gram-Diamond-polishing-lapping-paste-compound_W0= QQitemZ180262758807QQcmdZ

I started with the 10 micron polish and worked down to the 0.5 micron polish= ..

Polish was applied to a paper towel, and a hand drill was used to rotate the= rod against the towel for about 30 seconds for each polish.  A black r= esidue gives an
indication that the polish is actually working.


Hi Dave,

       This will NOT produce the optimum smoot= hness. A flexible backing material just follows the existing wavy contours.=20= You need to use copper laps and work along the length to remove the ridges o= ften left by machining. Bend about 1/2" length of 0.040 thou thick U of copp= er around a mandrel / drill / the carbide rod and use the U against the carb= ide rod with diamond paste + oil.


I plan to use an 1/8"sapphire b= all against two of the rods
for an improved Lehman pivot.


       I suggest that you either use crossed c= arbide rods with the vertical rod on the support post, or that you put the b= all on the vertical support post. A ball rolling on a plane is considerably=20= inferior to a plane rolling on a ball. A two rods rolling on a ball are like= ly to have a higher frictional loss than crossed rods.

       Regards,

       Chris Chapman
Subject: RE: Diamond polishing carbide rods From: "Gary Lindgren" gel@................. Date: Tue, 15 Jul 2008 15:56:33 -0700 David, Thank you for the information on your diamond dust purchase. The purchase is a very good deal compared to my recent local purchase from Sun Diamond http://www.smg-diamond.com/ I purchased 3 syringes, 5gms each for about $3/gm. I also just purchased the 12 syringe kit. Globalization...I like it most times. I used the polishing method suggested by Chris Chapman, it works very well. Gary Lindgren -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of David Saum Sent: Tuesday, July 15, 2008 5:54 AM To: psn-l@.............. Subject: Diamond polishing carbide rods I bought some carbide rods (1/8" x 1.5") from eBay that appeared to be polished, but under 30x magnification they were quite rough. But I was able to get a nice mirror polish on carbide rods with this set of diamond paste polish from eBay http://cgi.ebay.com/12-pcs-5gram-Diamond-polishing-lapping-paste-compound_W0 QQitemZ180262758807QQcmdZ I started with the 10 micron polish and worked down to the 0.5 micron polish. Polish was applied to a paper towel, and a hand drill was used to rotate the rod against the towel for about 30 seconds for each polish. A black residue gives an indication that the polish is actually working. Under 30x magnification the polished rod shows a mirror finish with only a few isolated pits left. Since the diamond polish kit goes up to 40 microns, it may be possible to get rid of all the pits by using the full range of polishes or by longer polishing. I plan to use an 1/8"sapphire ball against two of the rods for an improved Lehman pivot. Dave __________________________________________________________ Public Seismic Network Mailing List (PSN-L) __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Diamond polishing carbide rods From: "meredith lamb" paleoartifact@......... Date: Tue, 15 Jul 2008 20:35:45 -0600 Hi Chris and all, Out of curiosity, today I did try a S-G pivot configuration where; two glued carbide flats were attached to the boom and they were oscillating on two frame fixed/glued ruby balls, to see if the setup would freely oscillate longer. The undampened oscillation time result was exactly the same (~within 1 minute) as when the the ruby balls were attached to the boom and pivoting on two carbide flats. Of course the above isn't near equitable to a quite different Lehman setup. It does make me wonder why a Lehman boom end flat that is pivoting on a mast fixed ball is significantly better? I think I can conprehend using a larger diameter ball as you have, and get measureably less friction. I hope I'am not putting you on the spot...(no pun intended)...you're usually right about everything. Take care, Meredith On Tue, Jul 15, 2008 at 9:23 AM, wrote: > > I plan to use an 1/8"sapphire ball against two of the rods > for an improved Lehman pivot. > > > > I suggest that you either use crossed carbide rods with the vertical > rod on the support post, or that you put the ball on the vertical support > post. A ball rolling on a plane is considerably inferior to a plane rolling > on a ball. A two rods rolling on a ball are likely to have a higher > frictional loss than crossed rods. > > Regards, > > Chris Chapman
Hi Chris and all,
 
Out of curiosity, today I did try a S-G pivot configuration where;  two glued carbide flats were attached to the boom and they were
oscillating on two frame fixed/glued ruby balls, to see if the setup would freely oscillate longer.  The undampened oscillation time
result was exactly the same (~within 1 minute) as when the the ruby balls were attached to the boom and pivoting on two carbide flats.
 
Of course the above isn't near equitable to a quite different Lehman setup.  It does make me wonder why a Lehman boom end flat that
is pivoting on a mast fixed ball is significantly better?   I think I can conprehend using a larger diameter ball as you have, and get
measureably less friction.  I hope I'am not putting you on the spot...(no pun intended)...you're usually right about everything.  
 
Take care, Meredith


 
On Tue, Jul 15, 2008 at 9:23 AM, <ChrisAtUpw@.......> wrote:

I plan to use an 1/8"sapphire ball against two of the rods
for an improved Lehman pivot.


       I suggest that you either use crossed carbide rods with the vertical rod on the support post, or that you put the ball on the vertical support post. A ball rolling on a plane is considerably inferior to a plane rolling on a ball. A two rods rolling on a ball are likely to have a higher frictional loss than crossed rods.

       Regards,

       Chris Chapman

Subject: From: George Bush ke6pxp@....... Date: Wed, 16 Jul 2008 09:05:27 -0700 Hi- I am a retired Scientist from Lawrence Livermore National Laboratory, and I just received the following from a colleague. I thought it would be of interest to those of us who are interested in detection and classification of quakes: Scientists have found a way to distinguish seismic waves. Researchers have devised a technology that can distinguish mine collapses from other seismic activity. Using the large seismic disturbance associated with a Utah mine collapse last August, Lawrence Livermore National Laboratory scientists and colleagues from the Berkeley Seismological Laboratory at the University of California, Berkeley applied a method developed to detect underground nuclear weapons tests to quickly examine the seismic recordings of the event, and determine whether that source was most likely from a collapse. The collapse of the Crandall Canyon mine in Utah registered as a 3.9 magnitude event. Using a full seismic waveform matching technique, the team of researchers have devised a method to better differentiate underground nuclear tests from earthquakes, mine collapses, mine blasts and other events that generate seismic waves. The new research appears in the July 11 edition of the journal Science. For more information, see https://publicaffairs.llnl.gov/news/news_releases/2008/NR-08-07-03.html George Bush Sea Ranch, CA, USA 38.73775N, 123.48882W Subject: The Oregon earthquakes From: =?ISO-8859-1?Q?J=F3n_Fr=EDmann?= jonfr@......... Date: Thu, 17 Jul 2008 23:17:33 +0000 Hi all I was going to write and warn about upcoming big earthquake near the cost of Oregon, soon as I had finish eating. But I see it might already have happend. However, I am expecting more big earthquakes there in next few hours and days. My size estimate is earthquakes no less then Mw6.0 or bigger. Regards. --=20 J=F3n Fr=EDmann http://www.jonfr.com http://earthquakes.jonfr.com http://www.net303.net http://www.mobile-coverage.com/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: The Oregon earthquakes From: "Gary Lindgren" gel@................. Date: Thu, 17 Jul 2008 16:49:02 -0700 Jon, Tell us more about your predictions. What have you been seeing? Gary -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@............... = On Behalf Of J=F3n Fr=EDmann Sent: Thursday, July 17, 2008 4:18 PM To: PSN-Postlist Subject: The Oregon earthquakes Hi all I was going to write and warn about upcoming big earthquake near the cost of Oregon, soon as I had finish eating. But I see it might already have happend. However, I am expecting more big earthquakes there in next few hours and days. My size estimate is earthquakes no less then Mw6.0 or bigger. Regards. --=20 J=F3n Fr=EDmann http://www.jonfr.com http://earthquakes.jonfr.com http://www.net303.net http://www.mobile-coverage.com/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: The Oregon earthquakes From: =?ISO-8859-1?Q?J=F3n_Fr=EDmann?= jonfr@......... Date: Fri, 18 Jul 2008 00:01:51 +0000 Hi Gary I have been experimenting with an idea on how to predict earthquakes when there is a swarm ongoing. It is harder to predict when there are no clues. Given the current pattern of earthquakes. The area where the earthquakes are happening is due for a big earthquake. It appears that the earthquakes that are happening there are building up tension both south and north (about) of there current location. It is hard to tell when a big earthquake might happen in that area. But given the clues. I am estimation the earliest in the next 48 hours, at the latest, sometimes in the next 2 years time. Regards. J=F3n Fr=EDmann. On Thu, 2008-07-17 at 16:49 -0700, Gary Lindgren wrote: > Jon, > Tell us more about your predictions. What have you been seeing? > Gary >=20 >=20 >=20 >=20 >=20 >=20 >=20 > -----Original Message----- > From: psn-l-request@.............. [mailto:psn-l-request@............... = On > Behalf Of J=F3n Fr=EDmann > Sent: Thursday, July 17, 2008 4:18 PM > To: PSN-Postlist > Subject: The Oregon earthquakes >=20 > Hi all >=20 > I was going to write and warn about upcoming big earthquake near the > cost of Oregon, soon as I had finish eating. But I see it might already > have happend. However, I am expecting more big earthquakes there in next > few hours and days. My size estimate is earthquakes no less then Mw6.0 > or bigger. >=20 > Regards. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: The Oregon earthquakes From: Bob Hancock carpediem1@......... Date: Thu, 17 Jul 2008 18:35:09 -0700 Jon - The two Oregon events occurred on the North side of the Blanco Fracture Zon= e (Blanco Transform), part of the Mendocino Triple Junction. It is a highly seismically active area already noted for frequent earthquakes. A search o= f USGS records for the last 30 days revealed 17 events that preceded these tw= o events. =20 In April 2008, there was a swarm offshore of Oregon, and north of the Blanc= o Fracture Zone. This swarm had over 700 events. Following is a link to a USGS report on the previous swarm: http://earthquake.usgs.gov/eqcenter/eqinthenews/2008/offshore_oregon/ Bob Hancock On 7/17/08 4:17 PM, "J=F3n Fr=EDmann" wrote: > Hi all >=20 > I was going to write and warn about upcoming big earthquake near the > cost of Oregon, soon as I had finish eating. But I see it might already > have happend. However, I am expecting more big earthquakes there in next > few hours and days. My size estimate is earthquakes no less then Mw6.0 > or bigger. >=20 > Regards. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: The Oregon earthquakes From: =?ISO-8859-1?Q?J=F3n_Fr=EDmann?= jonfr@......... Date: Fri, 18 Jul 2008 03:55:57 +0000 Hi Bob I did keep that in mind when I did try to predict the upcoming earthquakes in that area. It has been higly active for past 8 months or so, so something else in the nearby fault lines must give soon in my opinion. For me it is a question about if the idea that I have for a prediction model works or not. Regards. J=F3n Fr=EDmann. On Thu, 2008-07-17 at 18:35 -0700, Bob Hancock wrote: > Jon - >=20 > The two Oregon events occurred on the North side of the Blanco Fracture Z= one > (Blanco Transform), part of the Mendocino Triple Junction. It is a highl= y > seismically active area already noted for frequent earthquakes. A search= of > USGS records for the last 30 days revealed 17 events that preceded these = two > events. =20 >=20 > In April 2008, there was a swarm offshore of Oregon, and north of the Bla= nco > Fracture Zone. This swarm had over 700 events. Following is a link to a > USGS report on the previous swarm: >=20 > http://earthquake.usgs.gov/eqcenter/eqinthenews/2008/offshore_oregon/ >=20 > Bob Hancock >=20 >=20 > On 7/17/08 4:17 PM, "J=F3n Fr=EDmann" wrote: >=20 > > Hi all > >=20 > > I was going to write and warn about upcoming big earthquake near the > > cost of Oregon, soon as I had finish eating. But I see it might already > > have happend. However, I am expecting more big earthquakes there in nex= t > > few hours and days. My size estimate is earthquakes no less then Mw6.0 > > or bigger. > >=20 > > Regards. >=20 >=20 > __________________________________________________________ >=20 > Public Seismic Network Mailing List (PSN-L) >=20 > To leave this list email PSN-L-REQUEST@.............. with=20 > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Need Email address for upload. From: "Paul Cianciolo" Paulc@........ Date: Sat, 19 Jul 2008 12:57:21 -0400 Hello Folks, I am back online with a Lehman type sensor. But darned if I can remember the email address to upload an event. Getting old. Can someone please help with this? Thank you Paul Cianciolo W1VLF Rescue Electronics Surplus Please visit our website: http://www.rescueelectronics.com
Hello=20 Folks,
 
I am back online = with a Lehman=20 type sensor.
But darned if I can = remember=20 the email address to upload an event.
 
Getting=20 old.
Can someone please = help with=20 this?
 
Thank = you

Paul Cianciolo = W1VLF
Rescue=20 Electronics Surplus

Please visit our website:
http://www.rescueelectronics.com

 
Subject: Re: Need Email address for upload. From: ian ian@........... Date: Sat, 19 Jul 2008 18:09:10 +0100 event@.............. Paul Cianciolo wrote: > Hello Folks, > > I am back online with a Lehman type sensor. > But darned if I can remember the email address to upload an event. > > Getting old. > Can someone please help with this? > > Thank you > > */Paul Cianciolo W1VLF/ > */Rescue Electronics Surplus/ > > Please visit our website: > http://www.rescueelectronics.com > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: Need Email address for upload. From: "Paul Cianciolo" Paulc@........ Date: Sat, 19 Jul 2008 13:13:55 -0400 Thank you Ian!! I am going to give it a try -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@................. Behalf Of ian Sent: Saturday, July 19, 2008 1:09 PM To: psn-l@.............. Subject: Re: Need Email address for upload. event@.............. Paul Cianciolo wrote: > Hello Folks, > > I am back online with a Lehman type sensor. > But darned if I can remember the email address to upload an event. > > Getting old. > Can someone please help with this? > > Thank you > > */Paul Cianciolo W1VLF/ > */Rescue Electronics Surplus/ > > Please visit our website: > http://www.rescueelectronics.com > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Carbide machine inserts used for ball surface flats From: "meredith lamb" paleoartifact@......... Date: Sun, 20 Jul 2008 00:17:15 -0600 Hi all, If you're thinking of using machine carbide inserts as a flat surface for your ball pivot Lehman or S-G ball horizontal design, its probably going to be (so-so) ~difficult to find UNCOATED inserts and; flat inserts without the predominate center holes that the majority of shapes usually have. Almost all newer manufactured inserts have various coatings thereon....one is kind of forced to hunt for older "surplus" uncoated inserts. The prices of new inserts usually is > $10.00 up, each. Older (> 20 years) uncoated inserts can be ~ > $2-3 or so each. Early (~ > 1970's era ) uncoated type carbide inserts aren't listed in the newer offerings amongst the current web suppliers it seems. Even finding a old "speculation" insert like on E-Bay can be frought with the problem that they don't often say if they are coated with whatever, or, are uncoated. Coatings can be a wide variety of material like tin, etc. Photographs usually don't give a straight picture of whether they are coated or not; a "shiny" reflective insert could still be coated with something. If the insert isn't pictured black; its probably coated. Most E-Bay sellers of course don't know or care. Of course, one could diamond grind/lap off the coating..... On E-Bay one seller that "often" does list whether they are coated or not; and thats "hemlytool". Be aware that "new" can also be interpreted as old dated unused (surplus) stock. Often the quanity they sell is a turn-off; especially if you only need one or two. hemlytool has alot of inserts up for auction and afew that are uncoated and without centered holes. Most are square but they can be triangular, or diamond shaped also. The surface of the insert may also need diamond lapping. You may also have to use the unmarked side as the marked side could be etched or laser or whatever marked; which could interfere with the ball contact. The brand name "Valenite" seems to pop up quite often with older dated uncoated inserts on E-Bay. Take care, Meredith Lamb
Hi all,
 
If you're thinking of using machine carbide inserts as a flat surface for your ball pivot Lehman or S-G ball horizontal design, its probably
going to be (so-so) ~difficult to find UNCOATED inserts and; flat inserts without the predominate center holes that the majority of shapes usually have.
Almost all newer manufactured inserts have various coatings thereon....one is kind of forced to hunt for older "surplus" uncoated inserts.
 
The prices of new inserts usually is > $10.00 up, each.  Older (> 20 years) uncoated inserts can be ~ > $2-3 or so each.
 
Early (~ > 1970's era ) uncoated type carbide inserts aren't listed in the newer offerings amongst the current web suppliers it seems.  Even finding
a old "speculation" insert like on E-Bay can be frought with the problem that they don't often say if they are coated with whatever, or, are
uncoated.  Coatings can be a wide variety of material like tin, etc.  Photographs usually don't give a straight picture of whether they
are coated or not; a "shiny" reflective insert could still be coated with something.  If the insert isn't pictured black; its probably coated.  Most E-Bay
sellers of course don't know or care.  Of course, one could diamond grind/lap off the coating.....
 
On E-Bay one seller that "often" does list whether they are coated or not; and thats "hemlytool".  Be aware that "new" can also be
interpreted as old dated unused (surplus) stock.  Often the quanity they sell is a turn-off; especially if you only need one or two. hemlytool has alot
of inserts up for auction and afew that are uncoated and without centered holes.  Most are square but they can be triangular, or diamond shaped also.
 
The surface of the insert may also need diamond lapping.  You may also have to use the unmarked side as the marked side could be
etched or laser or whatever marked; which could interfere with the ball contact.
 
The brand name "Valenite" seems to pop up quite often with older dated uncoated inserts on E-Bay.
 
Take care, Meredith Lamb
 
 
 
 
 
 
Subject: Re: Carbide machine inserts used for ball surface flats From: ChrisAtUpw@....... Date: Sun, 20 Jul 2008 10:30:49 EDT In a message dated 2008/07/20, paleoartifact@......... writes: > Almost all newer manufactured inserts have various coatings thereon....one > is kind of forced to hunt for older "surplus" uncoated inserts. > > The prices of new inserts usually is > $10.00 up, each. Older (> 20 years) > uncoated inserts can be ~ > $2-3 or so each. Hi Meredith, I can still buy the small 0.3" a side uncoated triangular inserts new for less than $10 from a reputable industrial supplier. > Early (~ > 1970's era ) uncoated type carbide inserts aren't listed in the > newer offerings amongst the current web suppliers it seems. There are also several other sources of carbide flats. You can also use the tool steel square section bars used for lathes. Regards, Chris Chapman In a me= ssage dated 2008/07/20, paleoartifact@......... writes:

Almost all newer manufactured i= nserts have various coatings thereon....one is kind of forced to hunt for ol= der "surplus" uncoated inserts.

The prices of new inserts usually is > $10.00 up, each.  Older (>= 20 years) uncoated inserts can be ~ > $2-3 or so each.

Hi Meredith,

       I can still buy the small 0.3" a side u= ncoated triangular inserts new for less than $10 from a reputable industrial= supplier.


Early (~ > 1970's era ) unc= oated type carbide inserts aren't listed in the newer offerings amongst the=20= current web suppliers it seems.


       There are also several other sources of= carbide flats. You can also use the tool steel square section bars used for= lathes.

       Regards,

       Chris Chapman
Subject: Re: Carbide machine inserts used for ball surface flats From: Charles Patton charles.r.patton@........ Date: Sun, 20 Jul 2008 09:01:38 -0700 There used to be replacement inserts for (Sandvik?) import brand paint scrapers and they were made of uncoated carbide. They were triangles about 1 to 1 1/4 inches on a side. I bought some for a few dollars at my local ACE hardware store. Doing a quick Google search found a whole bunch of similar items at: http://www.thefind.com/hardware/info-carbide-scraper-blade The ones similar to what I remember are in the middle of the page listed as an Allway CB10 for $2.83 each. Regards, Charles R. Patton meredith lamb wrote: > Hi all, > > If you're thinking of using machine carbide inserts as a flat surface > for your ball pivot Lehman or S-G ball horizontal design, its probably > going to be (so-so) ~difficult to find UNCOATED inserts and; flat > inserts without the predominate center holes that the majority of shapes > usually have. > Almost all newer manufactured inserts have various coatings > thereon....one is kind of forced to hunt for older "surplus" uncoated > inserts. > > The prices of new inserts usually is > $10.00 up, each. Older (> 20 > years) uncoated inserts can be ~ > $2-3 or so each. > > Early (~ > 1970's era ) uncoated type carbide inserts aren't listed in > the newer offerings amongst the current web suppliers it seems. Even > finding > a old "speculation" insert like on E-Bay can be frought with the problem > that they don't often say if they are coated with whatever, or, are > uncoated. Coatings can be a wide variety of material like tin, etc. > Photographs usually don't give a straight picture of whether they > are coated or not; a "shiny" reflective insert could still be coated > with something. If the insert isn't pictured black; its probably > coated. Most E-Bay > sellers of course don't know or care. Of course, one could diamond > grind/lap off the coating..... > > On E-Bay one seller that "often" does list whether they are coated or > not; and thats "hemlytool". Be aware that "new" can also be > interpreted as old dated unused (surplus) stock. Often the quanity they > sell is a turn-off; especially if you only need one or two. hemlytool > has alot > of inserts up for auction and afew that are uncoated and without > centered holes. Most are square but they can be triangular, or diamond > shaped also. > > The surface of the insert may also need diamond lapping. You may also > have to use the unmarked side as the marked side could be > etched or laser or whatever marked; which could interfere with the ball > contact. > > The brand name "Valenite" seems to pop up quite often with older dated > uncoated inserts on E-Bay. > > Take care, Meredith Lamb > > > > > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Carbide machine inserts used for ball surface flats From: "meredith lamb" paleoartifact@......... Date: Sun, 20 Jul 2008 11:18:10 -0600 Hi Chris and Charles, Many thanks for the references. Hmmm....the Ace Hardware triangle looks quite cheaply "available" so too speak for the U.S.A. participants...great! Am not sure it could be useful on Chris's Lehman end of boom placement flat surface recommendation, unless its perhaps placement offset to begin with thereon? On the other hand, the hole could be used as a rough/temporary placement holding "ball lock position" now and then for both a Lehman and a simple pendulum dual ball S-G. The Ace Hardware rectangular carbide strips "look" inviting for a possible test S-G spaced dual ball setup surface. I note Ace Hardware now also carrys the magically effective Devcon Plastic Welder two part glue; and additionally a new (untested) steel/ceramic glue too. The plastic welder stuff seems to hold about everything excellent...including ruby balls to a metal surface....let alone a variety of home repairs I've done. Its way far better than the average American "junkque" glues. Take care, Meredith On Sun, Jul 20, 2008 at 10:01 AM, Charles Patton wrote: > There used to be replacement inserts for (Sandvik?) import brand paint > scrapers and they were made of uncoated carbide. They were triangles about > 1 to 1 1/4 inches on a side. I bought some for a few dollars at my local > ACE hardware store. Doing a quick Google search found a whole bunch of > similar items at: > http://www.thefind.com/hardware/info-carbide-scraper-blade > The ones similar to what I remember are in the middle of the page listed as > an Allway CB10 for $2.83 each. > Regards, > Charles R. Patton > > > >
Hi Chris and Charles,
 
Many thanks for the references. 
 
Hmmm....the Ace Hardware triangle looks quite cheaply "available" so too speak for the U.S.A. participants...great!
Am not sure it could be useful on Chris's Lehman end of boom placement flat surface recommendation, unless its perhaps placement offset to begin
with thereon?  On the other hand, the hole could be used as a rough/temporary placement holding "ball lock position" now and then for both
a Lehman and a simple pendulum dual ball S-G.
 
The Ace Hardware rectangular carbide strips "look" inviting for a possible test S-G spaced dual ball setup surface.
 
I note Ace Hardware now also carrys the magically effective Devcon Plastic Welder two part glue; and additionally
a new (untested) steel/ceramic glue too.  The plastic welder stuff seems to hold about everything excellent...including ruby balls to
a metal surface....let alone a variety of home repairs I've done.  Its way far better than the average American "junkque" glues.
 
Take care, Meredith 
On Sun, Jul 20, 2008 at 10:01 AM, Charles Patton <charles.r.patton@........> wrote:
There used to be replacement inserts for (Sandvik?) import brand paint scrapers and they were made of uncoated carbide.  They were triangles about 1 to 1 1/4 inches on a side.  I bought some for a few dollars at my local ACE hardware store. Doing a quick Google search found a whole bunch of similar items at:
http://www.thefind.com/hardware/info-carbide-scraper-blade
The ones similar to what I remember are in the middle of the page listed as an Allway CB10 for $2.83 each.
Regards,
Charles R. Patton


 
Subject: Re: Carbide machine inserts and alternative flats From: ChrisAtUpw@....... Date: Sun, 20 Jul 2008 15:51:00 EDT In a message dated 2008/07/20, paleoartifact@......... writes: > Many thanks for the references. Hi Meredith, > Hmmm....the Ace Hardware triangle looks quite cheaply "available" so too > speak for the U.S.A. participants...great! > Am not sure it could be useful on Chris's Lehman end of boom placement flat > surface recommendation, unless its perhaps placement offset to begin > with thereon? Not sure what you mean? Have you checked it's surface finish? Check for Sandvik tool tips? Let me suggest another source. I am currently using a SS scalpel blade, 16 thou thick for the flat plate, glued to the flat turned end of the 12mm Al rod arm with Acrylic adhesive. I buy the large 'Skin Graft' blades ~$1 each, 50 mm x 15 mm, and cut them into four strips with a carbide disk. These are hardened and tempered SS with a mirror finish. Use 3/8" to 1/2" OD SS balls. These should easily carry the high contact stress. You can also use the 1/4" square tool steel rods for making lathe tools. Regards, Chris Chapman In a me= ssage dated 2008/07/20, paleoartifact@......... writes:

Many thanks for the references.=  


Hi Meredith,

Hmmm....the Ace Hardware triang= le looks quite cheaply "available" so too speak for the U.S.A. participants.= ...great!
Am not sure it could be useful on Chris's Lehman end of boom placement flat=20= surface recommendation, unless its perhaps placement offset to begin
with thereon?


       Not sure what you mean?

       Have you checked it's surface finish?
       Check for Sandvik tool tips?

       Let me suggest another source. I am cur= rently using a SS scalpel blade, 16 thou thick for the flat plate, glued to=20= the flat turned end of the 12mm Al rod arm with Acrylic adhesive. I buy the=20= large 'Skin Graft' blades ~$1 each, 50 mm x 15 mm, and cut them into four st= rips with a carbide disk. These are hardened and tempered SS with a mirror f= inish. Use 3/8" to 1/2" OD SS balls. These should easily carry the high cont= act stress.

       You can also use the 1/4" square tool s= teel rods for making lathe tools.

       Regards,

       Chris Chapman
Subject: Re: Carbide machine inserts and alternative flats From: "meredith lamb" paleoartifact@......... Date: Sun, 20 Jul 2008 20:55:00 -0600 Hi Chris, The Ace hardware triangle carbide with the hole would have to be placed on the end of the boom so its hole is not centered thereon; but use the ball placement on a surrounding carbide flat area. No; I've not checked The Ace Hardware carbide insert/tip surface finish. But I will be quite curious enough to check eventually. Its likely available internationally of course under other hardware store names. I see what you mean by Sandvic brand tool tips....the british word "tips" stands for the same carbide insert. I understand they are quite good. There is ~ some 7000 + varities of tips/carbide inserts with alot of brand names, and probably thousands no longer being made. Thus far.....I only see one U.S.A., distributor selling stainless steel skin graft blades...but they sell only by a box of 10 for $60.00. Others want to dole out requested quotes...a waste of time too me. There is other international sellers. One could web find all kinds of stainless steel scapels cheap however. I've nothing against the ss skin graft blade or ss scapel; nor have I seen or tried one as a pivot surface....maybe someday....which would be interesting to crudely compare to carbide flats and ruby ball friction S-G results. Glad you mentioned their mirror finish, I didn't know that before. I've not tried ss balls yet either...another project. Take care, Meredith On Sun, Jul 20, 2008 at 1:51 PM, wrote: > In a message dated 2008/07/20, paleoartifact@......... writes: > > Many thanks for the references. > > > > Hi Meredith, > > Hmmm....the Ace Hardware triangle looks quite cheaply "available" so too > speak for the U.S.A. participants...great! > Am not sure it could be useful on Chris's Lehman end of boom placement flat > surface recommendation, unless its perhaps placement offset to begin > with thereon? > > > > Not sure what you mean? > > Have you checked it's surface finish? > > Check for Sandvik tool tips? > > Let me suggest another source. I am currently using a SS scalpel > blade, 16 thou thick for the flat plate, glued to the flat turned end of the > 12mm Al rod arm with Acrylic adhesive. I buy the large 'Skin Graft' blades > ~$1 each, 50 mm x 15 mm, and cut them into four strips with a carbide disk. > These are hardened and tempered SS with a mirror finish. Use 3/8" to 1/2" OD > SS balls. These should easily carry the high contact stress. > > You can also use the 1/4" square tool steel rods for making lathe > tools. > > Regards, > > Chris Chapman
Hi Chris,
 
The Ace hardware triangle carbide with the hole would have to be placed on the end of the boom so
its hole is not centered thereon; but use the ball placement on a surrounding carbide flat area.  
 
No; I've not checked The Ace Hardware carbide insert/tip surface finish.  But I will be quite curious enough to check eventually.
Its likely available internationally of course under other hardware store names.
 
I see what you mean by Sandvic brand tool tips....the british word "tips" stands for the same carbide insert.
I understand they are quite good.  There is ~ some 7000 + varities of tips/carbide inserts with alot of brand names, and
probably thousands no longer being made.
 
Thus far.....I only see one U.S.A., distributor selling stainless steel skin graft blades...but they sell only by
a box of 10 for $60.00.  Others want to dole out requested quotes...a waste of time too me.  There is other
international sellers.  One could web find all kinds of stainless steel scapels cheap however.  I've nothing against the
ss skin graft blade or ss scapel; nor have I seen or tried one as a pivot surface....maybe someday....which would
be interesting to crudely compare to carbide flats and ruby ball friction S-G results.  Glad you mentioned their mirror finish, I
didn't know that before.  
 
I've not tried ss balls yet either...another project.
 
Take care, Meredith
 

 
On Sun, Jul 20, 2008 at 1:51 PM, <ChrisAtUpw@.......> wrote:
In a message dated 2008/07/20, paleoartifact@......... writes:

Many thanks for the references. 


Hi Meredith,

Hmmm....the Ace Hardware triangle looks quite cheaply "available" so too speak for the U.S.A. participants...great!
Am not sure it could be useful on Chris's Lehman end of boom placement flat surface recommendation, unless its perhaps placement offset to begin
with thereon?


       Not sure what you mean?

       Have you checked it's surface finish?

       Check for Sandvik tool tips?

       Let me suggest another source. I am currently using a SS scalpel blade, 16 thou thick for the flat plate, glued to the flat turned end of the 12mm Al rod arm with Acrylic adhesive. I buy the large 'Skin Graft' blades ~$1 each, 50 mm x 15 mm, and cut them into four strips with a carbide disk. These are hardened and tempered SS with a mirror finish. Use 3/8" to 1/2" OD SS balls. These should easily carry the high contact stress.

       You can also use the 1/4" square tool steel rods for making lathe tools.

       Regards,

       Chris Chapman

Subject: Re: Carbide machine inserts and alternative flats From: ChrisAtUpw@....... Date: Mon, 21 Jul 2008 06:11:39 EDT In a message dated 2008/07/21, paleoartifact@......... writes: > Thus far..... I only see one U.S.A., distributor selling stainless steel > skin graft blades... but they sell only by a box of 10 for $60.00. Others want > to dole out requested quotes... a waste of time too me. There are other > international sellers. One could web find all kinds of stainless steel scapels > cheap however. Hi Meredith, That is an idiotic price. They are 'taking you for a ride' ! ! These are Swann-Morton Skin Graft Blades SG3. They cost 90c each sold singly, or $16.20 for a pack of 20. Check for Swann-Morton? Regards, Chris In a me= ssage dated 2008/07/21, paleoartifact@......... writes:

Thus far..... I only see one U.= S.A., distributor selling stainless steel skin graft blades... but they sell= only by a box of 10 for $60.00.  Others want to dole out requested quo= tes... a waste of time too me. There are other international sellers. =20= One could web find all kinds of stainless steel scapels cheap however.

Hi Meredith,

       That is an idiotic price. They are 'tak= ing you for a ride'  ! !

       These are Swann-Morton Skin Graft Blade= s SG3. They cost 90c each sold singly, or $16.20 for a pack of 20.

       Check for Swann-Morton?

       Regards,

       Chris
Subject: Amaseis A/D Converter From: JAMES RIDOUT jamesridout@.............. Date: Mon, 21 Jul 2008 21:32:03 +0100 (BST) Hi All, Im looking to go over to computer recording for my seismograph.(from chart recorder). Does anyone have any (proved) homemade circuits that will work with Amaseis or similar. I am running on a budget, and would like to go for perhaps a 16 bit single chip type. Basicly as low cost and simple as possable (I like low cost & simple)!!!. Any help or info would be greatly appreciated. James
Hi All,
         Im looking to go over to computer recording for my seismograph.(from chart recorder).
Does anyone have any (proved) homemade circuits that will work with Amaseis or similar.
  I am running on a budget, and would like to go for perhaps a 16 bit single chip type.
 Basicly as low cost and simple as possable (I like low cost & simple)!!!.
   Any help or info would be greatly appreciated.
                    James
Subject: upload utility for AMASEIS? From: "Paul Cianciolo" Paulc@........ Date: Mon, 21 Jul 2008 17:26:15 -0400 Hello Folks, Now that my horizontal sensor is up pretty much 24 hours a day, I was wondering if there is an upload to the web utility built in? My hope is to upload the helicorder display once every hour or so. I did this a year ago using Snagit screen capture software, but that captures the active screen and I use the computer for several other operations. The local network upload utility I found but nothing for web publishing. Just wondering Thank you Paul Cianciolo W1VLF Rescue Electronics Surplus Please visit our website: http://www.rescueelectronics.com
Hello=20 Folks,
 
Now that my = horizontal sensor=20 is up pretty much 24 hours a day, I was wondering if there is an upload = to the=20 web utility built in?
 
My hope is to = upload the=20 helicorder display once every hour or so.
I did this a year = ago using=20 Snagit screen capture software, but that captures the active screen and = I use=20 the computer for several other operations.
 
The local network=20 upload utility I found but nothing for web = publishing.
 
Just=20 wondering
Thank = you
 

Paul Cianciolo = W1VLF
Rescue=20 Electronics Surplus

Please visit our website:
http://www.rescueelectronics.com

 
Subject: Re: upload utility for AMASEIS? From: "Robert McClure" bobmcclure90@......... Date: Mon, 21 Jul 2008 21:17:27 -0400 Hi Paul, You will find what you need at: http://www.jclahr.com/science/psn/as1/index.html Bob On 7/21/08, Paul Cianciolo wrote: > Hello Folks, > > Now that my horizontal sensor is up pretty much 24 hours a day, I was > wondering if there is an upload to the web utility built in? > > My hope is to upload the helicorder display once every hour or so. > I did this a year ago using Snagit screen capture software, but that > captures the active screen and I use the computer for several other > operations. > > The local network upload utility I found but nothing for web publishing. > > Just wondering > Thank you > > Paul Cianciolo W1VLF > Rescue Electronics Surplus > > Please visit our website: > http://www.rescueelectronics.com > > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Amaseis A/D Converter From: "Robert McClure" bobmcclure90@......... Date: Mon, 21 Jul 2008 21:25:16 -0400 Hi James, Please explain what is you want. Is it an amplifier. Is it an A/D converter? Or both? What is the signal level that drives your chart recorder? Bob On 7/21/08, JAMES RIDOUT wrote: > Hi All, > Im looking to go over to computer recording for my > seismograph.(from chart recorder). > Does anyone have any (proved) homemade circuits that will work with > Amaseis or similar. > I am running on a budget, and would like to go for perhaps a 16 bit > single chip type. > Basicly as low cost and simple as possable (I like low cost & simple)!!!. > Any help or info would be greatly appreciated. > James > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: upload utility for AMASEIS? From: John Lahr johnjan@........ Date: Mon, 21 Jul 2008 18:37:25 -0700 Paul, If you set up your computer in dual-monitor mode, then you could use one screen for AmaSeis and the other for other applications. With this setup, you can have SnagIt capture the AmaSeis helicorder screen. I haven't tried it with a dual-monitor configuration, but you might be able to get the MWSnap option to work, thus saving the $30 fee for SnagIt. See: http://jclahr.com/science/psn/as1/#snagit Cheers, John At 02:26 PM 7/21/2008, you wrote: >Hello Folks, > >Now that my horizontal sensor is up pretty much 24 hours a day, I >was wondering if there is an upload to the web utility built in? > >My hope is to upload the helicorder display once every hour or so. >I did this a year ago using Snagit screen capture software, but that >captures the active screen and I use the computer for several other operations. > >The local network upload utility I found but nothing for web publishing. > >Just wondering >Thank you > > >Paul Cianciolo W1VLF >Rescue Electronics Surplus > >Please visit our website: >http://www.rescueelectronics.com > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Japan 6.8 From: "Paul Cianciolo" Paulc@........ Date: Wed, 23 Jul 2008 12:11:50 -0400 I am watching this build on AMAseis right now. This is always thrill for me to watch me one roll into CT Paul Cianciolo W1VLF Rescue Electronics Surplus Please visit our website: http://www.rescueelectronics.com
I am watching this = build on=20 AMAseis right now.
This is always = thrill for me to=20 watch me one roll into CT
 
 

Paul Cianciolo = W1VLF
Rescue=20 Electronics Surplus

Please visit our website:
http://www.rescueelectronics.com

 
Subject: For Sale: Webtronics 4-Channel Amplifier/Filter and A/D serial board in metal enclosure From: "Dale Hardin" ks4ns@......... Date: Wed, 23 Jul 2008 12:55:30 -0500 This unit has the PSN-SERIAL V3 16-bit serial output A/D board, the PSN-ADC-EQUAMP 4-channel amp/filter board; all in the nice metal = enclosure. Wall power supply and valid WinSDR v 4.1.9 license included. The = amp/filter board has 12Hz LP and 60 sec HP filter. Input impedance 10k. Gain set = to 200. New cost including shipping and handling was $423.00 and was = purchased on 6/18/2008. In like new condition for $323.00 to anywhere in USA. = Paypal only. Contact off list at ks4ns@.......... Dale Hardin =20 =20

This unit has the PSN-SERIAL V3 16-bit serial output = A/D board, the PSN-ADC-EQUAMP 4-channel = amp/filter board; all in the nice metal enclosure.  Wall power supply and valid = WinSDR v 4.1.9 license included.  The amp/filter board has 12Hz LP and 60 = sec HP filter.  Input impedance 10k.  Gain set to 200.  New cost including shipping and handling was $423.00 and was purchased on = 6/18/2008.  In like new condition for $323.00 to anywhere in USA.  Paypal only.  Contact off list at ks4ns@..........  Dale Hardin

 

 

Subject: Re: Updates From: Dave Nelson davenn@............... Date: Thu, 24 Jul 2008 20:40:12 +1000 Barry
          I tried to email you directly but it keeps getting bounced
so jst sending to u via PSN list
sorry to evetryone else    beyond my control   :)

cheers
Dave N

Thanks Barry,
good to hear from you mods all done :)
cheers
Dave N


At 07:41 PM 7/22/2008 -0700, you wrote:
Dave
I have some changes:
Barry Lotz
barry_lotz@.............
grass valley
california
lat/long 39.218n 121.081w
Subject: calibrating Lehmans From: "Thomas Dick" dickthomas01@............. Date: Fri, 25 Jul 2008 21:08:23 -0500 Wasn't there an article on calibrating Lehman-type seismometers usingWinQuake and a small weight hitting the mass? __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: calibrating Lehmans From: ChrisAtUpw@....... Date: Sat, 26 Jul 2008 01:42:32 EDT In a message dated 2008/07/26, dickthomas01@............. writes: > Wasn't there an article on calibrating Lehman-type seismometers > usingWinQuake and a small weight hitting the mass? Hi Tom, There was an article which used a paper clip and a 90 degree V of cotton thread to apply a known small force to the arm. You applied a match to burn the thread and release it. Regards, Chris Chapman In a me= ssage dated 2008/07/26, dickthomas01@............. writes:

Wasn't there an article on cali= brating Lehman-type seismometers
usingWinQuake and a small weight hitting the mass?


Hi Tom,

       There was an article which used a paper= clip and a 90 degree V of cotton thread to apply a known small force to the= arm. You applied a match to burn the thread and release it.

       Regards,

       Chris Chapman
Subject: Re: Digest from 07/25/2008 00:01:49 From: "Randy" rpratt@............. Date: Sat, 26 Jul 2008 10:35:08 -0500 There is an impulse calibration procedure in Section 4.5.1 of the Manual on Seismological Observatory Practice at this link. Also see Bob McClures web pages. http://www.seismo.com/msop/msop79/msop.html Randy ----- Original Message ----- From: To: Sent: Saturday, July 26, 2008 02:00 Subject: Digest from 07/25/2008 00:01:49 > > .------ ------ ------ ------ ------ ------ ------ ------ ------ ------. > | Message 1 | > '------ ------ ------ ------ ------ ------ ------ ------ ------ ------' > Subject: calibrating Lehmans > From: "Thomas Dick" > Date: Fri, 25 Jul 2008 21:08:23 -0500 > > Wasn't there an article on calibrating Lehman-type seismometers > usingWinQuake and a small weight hitting the mass? > > > > .------ ------ ------ ------ ------ ------ ------ ------ ------ ------. > | Message 2 | > '------ ------ ------ ------ ------ ------ ------ ------ ------ ------' > Subject: Re: calibrating Lehmans > From: ChrisAtUpw@....... > Date: Sat, 26 Jul 2008 01:42:32 EDT > > > --part1_ce0.338ab4aa.35bc1348_boundary > Content-Type: text/plain; charset="US-ASCII" > Content-Transfer-Encoding: 7bit > > In a message dated 2008/07/26, dickthomas01@............. writes: > > > Wasn't there an article on calibrating Lehman-type seismometers > > usingWinQuake and a small weight hitting the mass? > > Hi Tom, > > There was an article which used a paper clip and a 90 degree V of > cotton thread to apply a known small force to the arm. You applied a match to burn > the thread and release it. > > Regards, > > Chris Chapman > > --part1_ce0.338ab4aa.35bc1348_boundary > Content-Type: text/html; charset="US-ASCII" > Content-Transfer-Encoding: quoted-printable > > In a me= > ssage dated 2008/07/26, dickthomas01@............. writes:
>
>
: 5px; MARGIN-RIGHT: 0px; PADDING-LEFT: 5px">Wasn't there an article on cali= > brating Lehman-type seismometers
> usingWinQuake and a small weight hitting the mass?

>
> Hi Tom,
>
>        There was an article which used a paper= > clip and a 90 degree V of cotton thread to apply a known small force to the= > arm. You applied a match to burn the thread and release it.
>
>        Regards,
>
>        Chris Chapman
> > --part1_ce0.338ab4aa.35bc1348_boundary-- > > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-DIGEST-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: calibrating Lehmans From: "Dale Hardy" photon1@........... Date: Sun, 27 Jul 2008 09:28:41 +1000 Thomas, try these Dale Bob Barns' article http://www.seismicnet.com/calibrate.html Erhard Wielandt article http://jclahr.com/science/psn/wielandt/man2001.html ----- Original Message ----- From: "Thomas Dick" To: Sent: Saturday, July 26, 2008 12:08 PM Subject: calibrating Lehmans > Wasn't there an article on calibrating Lehman-type seismometers > usingWinQuake and a small weight hitting the mass? __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: calibrating Lehmans From: "Robert McClure" bobmcclure90@......... Date: Sat, 26 Jul 2008 21:13:11 -0400 See Bob McClure's page at http://bobmcclure90.googlepages.com/calibration On 7/26/08, Dale Hardy wrote: > Thomas, try these > Dale > > Bob Barns' article > http://www.seismicnet.com/calibrate.html > > Erhard Wielandt article > > http://jclahr.com/science/psn/wielandt/man2001.html > > > ----- Original Message ----- > From: "Thomas Dick" > To: > Sent: Saturday, July 26, 2008 12:08 PM > Subject: calibrating Lehmans > > >> Wasn't there an article on calibrating Lehman-type seismometers >> usingWinQuake and a small weight hitting the mass? > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Amaseis From: christopher.marshall@....... Date: Sun, 27 Jul 2008 15:00:41 +0000 Greetings, First, I'll apologize for this posting since I am sure it comes up repeatedly. I searched the archives but couldn't find anything that answered my problem. I have a Lehmann connected via Larry Cochrane's amplifier filter board to a DATAQ 194RS A/D input. With everything set up, I get a good tracing on the DATAQ data acquisition module, confirmed by 'thumping' next to the seismograph and getting a strong oscillation in the tracing, but Amaseis either indicates it cannot open the com port or opens it but doesn't produce a trace. I have tried two separate computers running Windows XP and Windows ME, two different ports, serial and USB via an adapter and the results are identical. I get activity on Seismowin but I find that program obscure versus Amaseis, which I have used in the past. Any ideas? Chris Marshall Tucson, AZ
Greetings,
First, I'll apologize for this posting since I am sure it comes up repeatedly. I searched the archives but couldn't find anything that answered my problem. I have a Lehmann connected via Larry Cochrane's amplifier filter board to a DATAQ 194RS A/D input. With everything set up, I get a good tracing on the DATAQ data acquisition module, confirmed by 'thumping' next to the seismograph and getting a strong oscillation in the tracing, but Amaseis either indicates it cannot open the com port or opens it but doesn't produce a trace. I have tried two separate computers running Windows XP and Windows ME, two different ports, serial and USB via an adapter and the results are identical. I get activity on Seismowin but I find that program obscure versus Amaseis, which I have used in the past.
Any ideas?
Chris Marshall
Tucson, AZ
Subject: Re: Amaseis From: "Kay Wyatt" kwyatt@............. Date: Sun, 27 Jul 2008 08:59:05 -0700 Chris, On the Amaseis toolbar, you can select "Settings" and then "Device". = There is a popup with a list of devices, one of which is a DATAQ194, It = doesn't have an "RS" on the device name, but I was wondering if you had = noticed this option. If you have already done this, then perhaps you = might contact Alan Jones at alan.jones@.............. who wrote the = software. Keep us posted on your progress. Kay Wyatt ----- Original Message -----=20 From: christopher.marshall@.......... To: PSN-L@................. Sent: Sunday, July 27, 2008 8:00 AM Subject: Amaseis Greetings, First, I'll apologize for this posting since I am sure it comes up = repeatedly. I searched the archives but couldn't find anything that = answered my problem. I have a Lehmann connected via Larry Cochrane's = amplifier filter board to a DATAQ 194RS A/D input. With everything set = up, I get a good tracing on the DATAQ data acquisition module, confirmed = by 'thumping' next to the seismograph and getting a strong oscillation = in the tracing, but Amaseis either indicates it cannot open the com port = or opens it but doesn't produce a trace. I have tried two separate = computers running Windows XP and Windows ME, two different ports, serial = and USB via an adapter and the results are identical. I get activity on = Seismowin but I find that program obscure versus Amaseis, which I have = used in the past. Any ideas? Chris Marshall Tucson, AZ
Chris,
On the Amaseis toolbar, you can select = "Settings" and then=20 "Device".  There is a popup with a list of devices, one of which is = a=20 DATAQ194,  It doesn't have an "RS" on the device name, but I was = wondering=20 if you had noticed this option.   If you have already done = this, then=20 perhaps you might contact Alan Jones at alan.jones@..............=20 who wrote the software.  Keep us posted = on your=20 progress.
Kay Wyatt
 
----- Original Message -----
From:=20 christopher.marshall@........ =20
Sent: Sunday, July 27, 2008 = 8:00 AM
Subject: Amaseis

Greetings,
First, I'll apologize for this posting since I am sure it comes = up=20 repeatedly. I searched the archives but couldn't find anything that = answered=20 my problem. I have a Lehmann connected via Larry Cochrane's amplifier = filter=20 board to a DATAQ 194RS A/D input. With everything set up, I get a good = tracing=20 on the DATAQ data acquisition module, confirmed by 'thumping' next to = the=20 seismograph and getting a strong oscillation in the tracing, but = Amaseis=20 either indicates it cannot open the com port or opens it but doesn't = produce a=20 trace. I have tried two separate computers running Windows XP and = Windows ME,=20 two different ports, serial and USB via an adapter and the results are = identical. I get activity on Seismowin but I find that program obscure = versus=20 Amaseis, which I have used in the past.
Any ideas?
Chris Marshall
Tucson, AZ
Subject: Re: Amaseis From: ChrisAtUpw@....... Date: Sun, 27 Jul 2008 13:09:51 EDT In a message dated 2008/07/27, christopher.marshall@....... writes: > I have tried two separate computers running Windows XP and Windows ME, two > different ports, serial and USB via an adapter and the results are identical. > I get activity on Seismowin but I find that program obscure versus Amaseis, > which I have used in the past. Hi Chris, This sounds like an AmaSeis setup file problem or a wrong choice of device. Check the text? Regards, Chris Chapman In a me= ssage dated 2008/07/27, christopher.marshall@....... writes:

I have tried two separate compu= ters running Windows XP and Windows ME, two different ports, serial and USB=20= via an adapter and the results are identical. I get activity on Seismowin bu= t I find that program obscure versus Amaseis, which I have used in the past.=


Hi Chris,

       This sounds like an AmaSeis setup file=20= problem or a wrong choice of device. Check the text?

       Regards,

       Chris Chapman
Subject: Re: Amaseis From: christopher.marshall@....... Date: Sun, 27 Jul 2008 19:47:22 +0000 Hi Chris, Actually, just after I posted my message I got Amaseis to recognize the com port, which it was doing intermittently. Then I found an old posting of yours about using the data window to set the zero value, which worked! Turn out the zero value is 40,800, a value I never would have found randomly. The next issue is noise. I am using the lower gain channel on Larry's amplifier/filter board and have Amaseis set on a gain of 1 with a decimate factor of 1. I am getting electrical spikes at about a frequency of one Hz. Any ideas? Chris Marshall -------------- Original message from ChrisAtUpw@........ -------------- In a message dated 2008/07/27, christopher.marshall@....... writes: I have tried two separate computers running Windows XP and Windows ME, two different ports, serial and USB via an adapter and the results are identical. I get activity on Seismowin but I find that program obscure versus Amaseis, which I have used in the past. Hi Chris, This sounds like an AmaSeis setup file problem or a wrong choice of device. Check the text? Regards, Chris Chapman
Hi Chris,
Actually, just after I posted my message I got Amaseis to recognize th= e com port, which it was doing intermittently. Then I found an old posting = of yours about using the data window to set the zero value, which worked! T= urn out the zero value is 40,800, a value I never would have found randomly= .. The next issue is noise. I am using the lower gain channel on Larry's amp= lifier/filter board and have Amaseis set on a gain of 1 with a decimate fac= tor of 1. I am getting electrical spikes at about a frequency of one Hz. An= y ideas?
Chris Marshall
-------------- Original message from ChrisAtUpw@........ ---= -----------

In a message dated 2008/07/27, christopher.marshall@....... writes:
<= BR>
I have tried two separate c= omputers running Windows XP and Windows ME, two different ports, serial and= USB via an adapter and the results are identical. I get activity on Seismo= win but I find that program obscure versus Amaseis, which I have used in th= e past.


Hi Chris,

     =   This sounds like an AmaSeis setup file problem or a wrong choice of = device. Check the text?

       Regards= ,

       Chris Chapman
Subject: Re: Amaseis From: ChrisAtUpw@....... Date: Sun, 27 Jul 2008 18:34:55 EDT In a message dated 2008/07/27, christopher.marshall@....... writes: > Then I found an old posting of yours about using the data window to set the > zero value, which worked! Turn out the zero value is 40,800, a value I never > would have found randomly. Hi Chris, First check the line voltages on Larry's amplifier, say on pins 7 and 4 of the input opamp LT1007 with a DVM. They should be +/-12V. Then check the DC output voltage of your amplifier. If it is way off zero, adjust the voltage trim potentiometer on the amplifier. Then short the input to the ADC and check what reading you are getting. It is possible that there is a fault on Ch1, but if you have been using it OK with other programs, this seems unlikely. The next issue is noise. I am using the lower gain channel on Larry's amplifier/filter > board and have Amaseis set on a gain of 1 with a decimate factor of 1. I am > getting electrical spikes at about a frequency of one Hz. Any ideas? Check your cables and the PSU. Unplug everything in sequence and see what effects this has. It is most likely an intermittent contact, but it could be a faulty PSU. Regards, Chris Chapman In a me= ssage dated 2008/07/27, christopher.marshall@....... writes:

Then I found an old posting of=20= yours about using the data window to set the zero value, which worked! Turn=20= out the zero value is 40,800, a value I never would have found randomly.

Hi Chris,

       First check the line voltages on Larry'= s amplifier, say on pins 7 and 4 of the input opamp LT1007 with a DVM. They=20= should be +/-12V.

       Then check the DC output voltage of you= r amplifier. If it is way off zero, adjust the voltage trim potentiometer on= the amplifier.

       Then short the input to the ADC and che= ck what reading you are getting. It is possible that there is a fault on Ch1= , but if you have been using it OK with other programs, this seems unlikely.=

The next issue is noise. I am using the lower gain channel on Larry's amplif= ier/filter

board and have Amaseis set on=20= a gain of 1 with a decimate factor of 1. I am getting electrical spikes at a= bout a frequency of one Hz. Any ideas?


       Check your cables and the PSU. Unplug e= verything in sequence and see what effects this has. It is most likely an in= termittent contact, but it could be a faulty PSU.

       Regards,

       Chris Chapman
Subject: Re: Amaseis From: "Robert McClure" bobmcclure90@......... Date: Sun, 27 Jul 2008 22:00:54 -0400 Hi Chris, Since you are using a Dataq DI-194RS (which I do not recommend, only 10 bits), and are having trouble using it with Amaseis, have you tried logging with the WinDaq Lite recorder? You may be able to sort out whether Amaseis is causing your problems, or your seismic system. I use a DI-154RS to log data from three sensors. I would not use Amaseis even if I had only one channel. Instead, I use my own logging software, my own heliplot program (with filters included) and my own software to convert event data to PSN format files, which I subsequently filter using my own WQFilter program. Please take a look at my web pages at http://bobmcclure90.googlepages.com/sitemap You will find all the software you need to operate a seismic station using Dataq data acquisition. Cheers, Bob ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ChrisAtUpw@....... Sun, Jul 27, 2008 at 6:34 PM Reply-To: psn-l@.............. To: psn-l@.............. In a message dated 2008/07/27, christopher.marshall@....... writes: > Then I found an old posting of yours about using the data window to set the zero value, which worked! Turn out the zero value is 40,800, a value I never would have found randomly. Hi Chris, First check the line voltages on Larry's amplifier, say on pins 7 and 4 of the input opamp LT1007 with a DVM. They should be +/-12V. Then check the DC output voltage of your amplifier. If it is way off zero, adjust the voltage trim potentiometer on the amplifier. Then short the input to the ADC and check what reading you are getting. It is possible that there is a fault on Ch1, but if you have been using it OK with other programs, this seems unlikely. The next issue is noise. I am using the lower gain channel on Larry's amplifier/filter > board and have Amaseis set on a gain of 1 with a decimate factor of 1. I am getting electrical spikes at about a frequency of one Hz. Any ideas? Check your cables and the PSU. Unplug everything in sequence and see what effects this has. It is most likely an intermittent contact, but it could be a faulty PSU. Regards, Chris Chapman __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Amaseis From: christopher.marshall@....... Date: Mon, 28 Jul 2008 03:02:57 +0000 Hi Bob, Visited your site and downloaded your programs. I'll give them a try. May upgrade my ADC when I can afford a new one as well. Thanks for the input. Chris -------------- Original message from "Robert McClure" : -------------- > Hi Chris, > > Since you are using a Dataq DI-194RS (which I do not recommend, only > 10 bits), and are having trouble using it with Amaseis, have you tried > logging with the WinDaq Lite recorder? You may be able to sort out > whether Amaseis is causing your problems, or your seismic system. > > I use a DI-154RS to log data from three sensors. I would not use > Amaseis even if I had only one channel. Instead, I use my own logging > software, my own heliplot program (with filters included) and my own > software to convert event data to PSN format files, which I > subsequently filter using my own WQFilter program. > > Please take a look at my web pages at > http://bobmcclure90.googlepages.com/sitemap > > You will find all the software you need to operate a seismic station > using Dataq data acquisition. > > Cheers, > > Bob > > ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ > ChrisAtUpw@....... > Sun, Jul 27, 2008 at 6:34 PM > Reply-To: psn-l@.............. > To: psn-l@.............. > > In a message dated 2008/07/27, christopher.marshall@....... writes: > > > Then I found an old posting of yours about using the data window to set the > zero value, which worked! Turn out the zero value is 40,800, a value I never > would have found randomly. > > > Hi Chris, > > First check the line voltages on Larry's amplifier, say on pins > 7 and 4 of the input opamp LT1007 with a DVM. They should be +/-12V. > > Then check the DC output voltage of your amplifier. If it is > way off zero, adjust the voltage trim potentiometer on the amplifier. > > Then short the input to the ADC and check what reading you are > getting. It is possible that there is a fault on Ch1, but if you have > been using it OK with other programs, this seems unlikely. > > The next issue is noise. I am using the lower gain channel on Larry's > amplifier/filter > > board and have Amaseis set on a gain of 1 with a decimate factor of 1. I am > getting electrical spikes at about a frequency of one Hz. Any ideas? > > > Check your cables and the PSU. Unplug everything in sequence > and see what effects this has. It is most likely an intermittent > contact, but it could be a faulty PSU. > > Regards, > > Chris Chapman > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information.
Hi Bob,
Visited your site and downloaded your programs. I'll give them a try. = May upgrade my ADC when I can afford a new one as well. Thanks for the inpu= t.
Chris
-------------- Original message from "Robert McClure" <bo= bmcclure90@.........>: --------------


> Hi Chris,
>= ;
> Since you are using a Dataq DI-194RS (which I do not recommend, = only
> 10 bits), and are having trouble using it with Amaseis, have = you tried
> logging with the WinDaq Lite recorder? You may be able t= o sort out
> whether Amaseis is causing your problems, or your seism= ic system.
>
> I use a DI-154RS to log data from three sensor= s. I would not use
> Amaseis even if I had only one channel. Instead= , I use my own logging
> software, my own heliplot program (with fil= ters included) and my own
> software to convert event data to PSN fo= rmat files, which I
> subsequently filter using my own WQFilter prog= ram.
>
> Please take a look at my web pages at
> http:= //bobmcclure90.googlepages.com/sitemap
>
> You will find all = the software you need to operate a seismic station
> using Dataq dat= a acquisition.
>
> Cheers,
>
> Bob
> > ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
> ChrisAtUpw@a= ol.com
> Sun, Jul 27, 2008 at 6:34 PM
> R= eply-To: psn-l@..............
> To: psn-l@..............
> > In a message dated 2008/07/27, christopher.marshall@....... writes: =
>
> > Then I found an old posting of yours about using the= data window to set the
> zero value, which worked! Turn out the zer= o value is 40,800, a value I never
> would have found randomly.
= >
>
> Hi Chris,
>
> First check the line vol= tages on Larry's amplifier, say on pins
> 7 and 4 of the input opamp= LT1007 with a DVM. They should be +/-12V.
>
> Then check the= DC output voltage of your amplifier. If it=20is
> way off zero, adj= ust the voltage trim potentiometer on the amplifier.
>
> Then= short the input to the ADC and check what reading you are
> getting= .. It is possible that there is a fault on Ch1, but if you have
> bee= n using it OK with other programs, this seems unlikely.
>
> T= he next issue is noise. I am using the lower gain channel on Larry's
&g= t; amplifier/filter
> > board and have Amaseis set on a gain of 1= with a decimate factor of 1. I am
> getting electrical spikes at ab= out a frequency of one Hz. Any ideas?
>
>
> Check your= cables and the PSU. Unplug everything in sequence
> and see what ef= fects this has. It is most likely an intermittent
> contact, but it = could be a faulty PSU.
>
> Regards,
>
> Chris C= hapman
> __________________________________________________________ =
>
> Public Seismic Network Mailing List (PSN-L)
>
= > To leave this list email PSN-L-REQUEST@.............. with
> th= e body of the message (first line only): unsubscribe
> See http://ww= w.seismicnet.com/maillist.html for more information.
Subject: Relevelling From: Steinar Midtskogen steinar@............. Date: Tue, 29 Jul 2008 20:42:56 +0200 I've had a SEP seismometer running for a month or so and everything has been fine. However, a couple of days ago while we were away on vacation it began reporting no activity. When I got back home I found that the mass had moved all the way to the side, so I had to change the tilt a little so it would move back to the centre again. Is this normal behaviour for a Lehmann seismometer? The mass moved away from the center at a time the house was empty, so I can't really think of any external disturbances which could have caused this. -- Steinar Midtskogen http://voksenlia.net/met/seismometer/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: L.A earthquake From: =?ISO-8859-1?Q?J=F3n_Fr=EDmann?= jonfr@......... Date: Tue, 29 Jul 2008 18:57:21 +0000 Hi all I hope that everyone is ok because of the L.A earthquake that did just happen now. Keep me informed plz. Regards. --=20 J=F3n Fr=EDmann http://www.jonfr.com http://earthquakes.jonfr.com http://www.net303.net http://www.mobile-coverage.com/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: L.A earthquake From: Canie canie@........... Date: Tue, 29 Jul 2008 12:06:16 -0700 It was WELL FELT in Long Beach, CA Big jolt at one point after some rocking, big=20 jolt, then lots of movement afterwards for a=20 while - we sit on a big bowl of jelly here in Long Beach. Some stuff fell off bookcases and such - no other damage we know of... Canie At 11:57 AM 7/29/2008, J=F3n Fr=EDmann wrote: >Hi all > >I hope that everyone is ok because of the L.A earthquake that did just >happen now. > >Keep me informed plz. > >Regards. >-- >J=F3n Fr=EDmann >http://www.jonfr.com >http://earthquakes.jonfr.com >http://www.net303.net >http://www.mobile-coverage.com/ > >__________________________________________________________ > >Public Seismic Network Mailing List (PSN-L) > >To leave this list email PSN-L-REQUEST@.............. with >the body of the message (first line only): unsubscribe >See http://www.seismicnet.com/maillist.html for more information. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: L.A earthquake From: "Steve Hammond" shammon1@............. Date: Tue, 29 Jul 2008 12:20:38 -0700 I just talked to a friend in LA and this was felt strongly over a large area. CNN reports no immediate reports of major damage.=20 Regards, Steve Hammond PSN San Jose-- Aptos, CA -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@............... = On Behalf Of J=F3n Fr=EDmann Sent: Tuesday, July 29, 2008 11:57 AM To: PSN-Postlist Subject: L.A earthquake Hi all I hope that everyone is ok because of the L.A earthquake that did just happen now. Keep me informed plz. Regards. --=20 J=F3n Fr=EDmann http://www.jonfr.com http://earthquakes.jonfr.com http://www.net303.net http://www.mobile-coverage.com/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: L.A earthquake From: "Steve Hammond" shammon1@............. Date: Tue, 29 Jul 2008 12:20:38 -0700 I just talked to a friend in LA and this was felt strongly over a large area. CNN reports no immediate reports of major damage.=20 Regards, Steve Hammond PSN San Jose-- Aptos, CA -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@............... = On Behalf Of J=F3n Fr=EDmann Sent: Tuesday, July 29, 2008 11:57 AM To: PSN-Postlist Subject: L.A earthquake Hi all I hope that everyone is ok because of the L.A earthquake that did just happen now. Keep me informed plz. Regards. --=20 J=F3n Fr=EDmann http://www.jonfr.com http://earthquakes.jonfr.com http://www.net303.net http://www.mobile-coverage.com/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Relevelling From: ChrisAtUpw@....... Date: Tue, 29 Jul 2008 16:08:55 EDT In a message dated 2008/07/29, steinar@............. writes: > I've had a SEP seismometer running for a month or so and everything > has been fine. However, a couple of days ago while we were away on > vacation it began reporting no activity. When I got back home I found > that the mass had moved all the way to the side, so I had to change > the tilt a little so it would move back to the centre again. > > Is this normal behaviour for a Lehmann seismometer? The mass moved > away from the center at a time the house was empty, so I can't really > think of any external disturbances which could have caused this. Hi Steinar, Yes and no? I fit a SS wavy spring washer and a SS lock nut on the levelling screws on top of the baseplate. This does seem to hold the balance a bit better and tends to reduce temperature effects. No screw is absolutely tight, so different contractions of the base and the ground with temperature can cause sideways forces making the thread move out of adjustment. Lehmans are very sensitive to tilt variations. Has there been any rain while you have been away? This is a common cause of real ground tilts. Did you switch off the heating while you were away? Have you fitted metal ground plates under the adjustment screws? I use about 8 cm square x 2.5 mm thick SS. Putting adjustment screws directly onto concrete can cause problems as surface grit moves. Something has happened in your absense. The only question is what and can you avoid it happening again? Regards, Chris Chapman In a me= ssage dated 2008/07/29, steinar@............. writes:

I've had a SEP seismometer runn= ing for a month or so and everything
has been fine.  However, a couple of days ago while we were away on
vacation it began reporting no activity.  When I got back home I found<= BR> that the mass had moved all the way to the side, so I had to change
the tilt a little so it would move back to the centre again.

Is this normal behaviour for a Lehmann seismometer?  The mass moved
away from the center at a time the house was empty, so I can't really
think of any external disturbances which could have caused this.

Hi Steinar,

       Yes and no?

       I fit a SS wavy spring washer and a SS=20= lock nut on the levelling screws on top of the baseplate. This does seem to=20= hold the balance a bit better and tends to reduce temperature effects. No sc= rew is absolutely tight, so different contractions of the base and the groun= d with temperature can cause sideways forces making the thread move out of a= djustment. Lehmans are very sensitive to tilt variations.

       Has there been any rain while you have=20= been away? This is a common cause of real ground tilts. Did you switch off t= he heating while you were away?

       Have you fitted metal ground plates und= er the adjustment screws? I use about 8 cm square x 2.5 mm thick SS. Putting= adjustment screws directly onto concrete can cause problems as surface grit= moves.

       Something has happened in your absense.= The only question is what and can you avoid it happening again?

       Regards,

       Chris Chapman
Subject: Re: Relevelling From: Steinar Midtskogen steinar@............. Date: Tue, 29 Jul 2008 22:43:48 +0200 [ChrisAtUpw@........ > In a message dated 2008/07/29, steinar@............. writes: > > > I've had a SEP seismometer running for a month or so and everything > has been fine. However, a couple of days ago while we were away on > vacation it began reporting no activity. When I got back home I found > that the mass had moved all the way to the side, so I had to change > the tilt a little so it would move back to the centre again. .... > Has there been any rain while you have been away? This is a > common cause of real ground tilts. Did you switch off the heating > while you were away? No rain. Hardly a cloud. No changes to the heating. There is no heating in that room and the temperature there is extremely stable. I have a temperature sensor there and for the day it happened I logged a maximum of 21.33C and a minimum of 21.04C. I don't think one can get a more stable temperature than that. Humidity ranged from 38.7% to 43.9%. The only thing out of the ordinary is that the outside temperature during the past days reached a high of 29.4C which is a new record for the 5 years I've been recording the weather. The ground temperature is very high as well, 18C as deep as 50 cm, something which I don't think I've recorded before. > Have you fitted metal ground plates under the adjustment screws? Yes, but they're not bolted or otherways attached to the floor. > I use about 8 cm square x 2.5 mm thick SS. They're around 3x3 cm and 1-2 mm thick. > Something has happened in your absense. The only question is > what and can you avoid it happening again? True. I guess I might have to wait for it to happen again and see if that offers more hints. Thanks, -- Steinar __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Setting WinSDR TeleSeismic Event Alarm Parameters From: "Gary Lindgren" gel@................. Date: Tue, 29 Jul 2008 18:02:14 -0700 I've noticed that I have been getting some false Teleseismic alarms. I'm using the default values: STA/LTA Ratio=5, Trigger Number=2, LTA Low Limit=.1, LTA High Limit=1000, Pre-trigger time=3, Trigger Time=20, STA Time=2, LTA Time=6. Are there other values that I should be using. Thank you, Gary Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 650-326-0655 www.blue-eagle-technologies.com cymonsplace.blogspot.com

I’ve noticed that I have been getting some = false Teleseismic alarms. I’m using the default values:

STA/LTA Ratio=3D5, Trigger Number=3D2,  LTA = Low Limit=3D.1, LTA High Limit=3D1000, Pre-trigger time=3D3, Trigger Time=3D20, STA = Time=3D2, LTA Time=3D6.

Are there other values that I should be = using.

Thank you,

Gary

 

 

 

 

 

 

 

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655<= /span>

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 

Subject: Re: Setting WinSDR TeleSeismic Event Alarm Parameters From: Larry Cochrane lcochrane@.............. Date: Wed, 30 Jul 2008 14:35:26 -0700 The STA/LTA number sets the overall sensitivity, so I would play around with this number first. Increasing this number will lower the sensitivity and cut down on false alarms. -Larry Gary Lindgren wrote: > I've noticed that I have been getting some false Teleseismic alarms. I'm > using the default values: > > STA/LTA Ratio=5, Trigger Number=2, LTA Low Limit=.1, LTA High Limit=1000, > Pre-trigger time=3, Trigger Time=20, STA Time=2, LTA Time=6. > > Are there other values that I should be using. > > Thank you, > > Gary > > > > > > > > > > > > > > > > > > Gary Lindgren > > 585 Lincoln Ave > > Palo Alto CA 94301 > > > > 650-326-0655 > > > > www.blue-eagle-technologies.com > > cymonsplace.blogspot.com > > > > > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: Relevelling From: "Gary Lindgren" gel@................. Date: Wed, 30 Jul 2008 15:16:56 -0700 Steinar, I noticed that you have your seismometer mounted on the plywood floor. The plywood could be moving as the temperature changes. Is there a way you can have it mounted closer to the ground. Do you have a basement with concrete floor. This would be better for temperature stability too. Gary -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of Steinar Midtskogen Sent: Tuesday, July 29, 2008 11:43 AM To: PSN-L@.............. Subject: Relevelling I've had a SEP seismometer running for a month or so and everything has been fine. However, a couple of days ago while we were away on vacation it began reporting no activity. When I got back home I found that the mass had moved all the way to the side, so I had to change the tilt a little so it would move back to the centre again. Is this normal behaviour for a Lehmann seismometer? The mass moved away from the center at a time the house was empty, so I can't really think of any external disturbances which could have caused this. -- Steinar Midtskogen http://voksenlia.net/met/seismometer/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: Relevelling From: Dave Nelson davenn@............... Date: Thu, 31 Jul 2008 18:17:21 +1000 Steinar, I agree with Gary, mounting you system on a wooden floor is just a total no no ... you are reaslly asking for problems You have to do everything you can to get the Lehman sitting on a concrete pad its the only way to get serious stability. (Keeping in the back of you mind that even a concrete pad can move a bit with ground swelling etc beneath it. the larger the pad the more stable it would usually be) Even considering that, the concrete pad will be infinitely more stable. Something that Gary didn't mention.... having the sensor elevated off the ground within the building. The sensor is going to record the response of the building to the passing seismic waves, rather than the motion of the ground to those waves. This of course is not what is wanted. Your primary mission is to record the ground motion NOT the swaying of the building due to seismic waves, wind, manmade movement etc. You have done an excellent job building the Lehman and housing .. don't degrade the results by poor location :) Cheers Dave Nelson Sydney At 03:16 PM 7/30/2008 -0700, you wrote: >Steinar, >I noticed that you have your seismometer mounted on the plywood floor. The >plywood could be moving as the temperature changes. Is there a way you can >have it mounted closer to the ground. Do you have a basement with concrete >floor. This would be better for temperature stability too. >Gary > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Relevelling From: Steinar Midtskogen steinar@............. Date: Tue, 05 Aug 2008 11:03:57 +0200 [Dave Nelson] > Steinar, > I agree with Gary, mounting you system on a wooden > floor is just a total > no no ... you are reaslly asking for problems No, it's a vinyl floor, just 1-2 mm thick on concrete in the basement. The house itself is built on bedrock (with some gravel between, I suppose). I can cut holes in the floor so the seismometer becomes mounted directly on concrete, but I'll not consider that before I know that the current location is the best I can use. I don't think water underneath the house causing the ground to swell can explain why the seismometer tilted. There had not been any rain for a while. Also, I log radon levels in the basement (in the same room) and the radon levels are a pretty good indication of movements in the ground due to water. The radon levels indicate no such ground movements. -- Steinar __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Relevelling From: Dave Nelson davenn@............... Date: Tue, 05 Aug 2008 21:54:54 +1000 Steinar, ahhhhhh great :) thats ok ya had us all worried there for a while ;) from your photo it looked like a wooden floor, hence the comments from Gary and myself. not sure what else to suggest..... But I bet its still most likely a foundation movement problem. any chances of a couple of sharp closeup photo's of the pivot ? thats maybe one of the few other things that could be causing a problem. It would be good to see an english version of your www pages some time for a better understanding of your system :) Dave Nelson www.sydneystormcity.com >No, it's a vinyl floor, just 1-2 mm thick on concrete in the basement. >The house itself is built on bedrock (with some gravel between, I >suppose). I can cut holes in the floor so the seismometer becomes >mounted directly on concrete, but I'll not consider that before I know >that the current location is the best I can use. > >I don't think water underneath the house causing the ground to swell >can explain why the seismometer tilted. There had not been any rain >for a while. Also, I log radon levels in the basement (in the same >room) and the radon levels are a pretty good indication of movements >in the ground due to water. The radon levels indicate no such ground >movements. > > >-- >Steinar >__________________________________________________________ > >Public Seismic Network Mailing List (PSN-L) > >To leave this list email PSN-L-REQUEST@.............. with >the body of the message (first line only): unsubscribe >See http://www.seismicnet.com/maillist.html for more information. > >No virus found in this incoming message. >Checked by AVG - http://www.avg.com >Version: 8.0.138 / Virus Database: 270.5.12/1591 - Release Date: 8/4/2008 >7:23 PM __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Relevelling From: "meredith lamb" paleoartifact@......... Date: Tue, 5 Aug 2008 10:47:12 -0600 Hi Steinar, Outside of having the horizontal seismometer very mechanically rigid put together; almost every horizontal like yours I've set up seems to need a metallic stress adjustment "settling in period of time" for the machine to adjust to its temperature environment; which can even be 2-3 months of time. This can be true for a seismometer like yours and I've even also seen such on a smaller S-G; simple hanging mass gravity zeroing pendulum. Chris Chapmans set screws advise is quite valid. I usually have taken it perhaps a bit further....and by that I literally mean, NO possible slippage; or, the setscrews tightly prevented from ANY wobble movement with using other nuts/locking washers thereon to prevent ANY movement. If, you need to literally tightly anchor such with using a one or two fixed or adjustable wrenchs...so be it. Whats your natural seismometer period? Running too long a period on them makes them ultra sensitive to even very slight tilts. Try reducing the natural period if the problem keeps recurring too often. Its quite possible you will have to run them lower like at 15 seconds; even though your machine is likely capable of like up to 20-30 seconds; all the frequent leveling screw adjustments can just be too much to content with over time. Big distant quakes will still temporarily tilt your machine anyway to whatever period they eventually radiate from their epicenter. It also sounds like a "seasonal tilt"; which in escense is a outside environmental temperature change thats worked its temperature change way down into the soil/rock surrounding your area....which for there is now summer. After the (~ 1 month) beginning onset of real winter cold, you'll see more sudden tilts. Regardless of cause, all you can do is keep on recentering the pendulum; the tilt/s will be a constant very minor procedure you'll always have to content with.....its just the actual nature of your seismometer/tiltmeter. Hmmm....over time....you might even mentally "consider" switching the pivot to one like Chris Chapman has recently done; and that is putting a flat on the end of the boom, and putting a fixed ball on the mast for better stability and operational results. Its "sounds" perhaps drastic for your new seismometer; but I doubt if it is mechanically tough to consider/do/try. Take care, Meredith Lamb On Tue, Jul 29, 2008 at 12:42 PM, Steinar Midtskogen wrote: > I've had a SEP seismometer running for a month or so and everything > has been fine. However, a couple of days ago while we were away on > vacation it began reporting no activity. When I got back home I found > that the mass had moved all the way to the side, so I had to change > the tilt a little so it would move back to the centre again. > > Is this normal behaviour for a Lehmann seismometer? The mass moved > away from the center at a time the house was empty, so I can't really > think of any external disturbances which could have caused this. > > -- > Steinar Midtskogen > http://voksenlia.net/met/seismometer/ > __________________________________________________________ >
Hi Steinar,
 
Outside of having the horizontal seismometer very mechanically rigid put together; almost every horizontal like yours I've set up seems to need
a metallic stress adjustment "settling in period of time" for the machine to adjust to its temperature environment; which can even be 2-3 months of time.
This can be true for a seismometer like yours and I've even also seen such on a smaller S-G; simple hanging mass gravity zeroing pendulum. 
 
Chris Chapmans set screws advise is quite valid.  I usually have taken it perhaps a bit further....and by that I literally mean, NO possible slippage;
or, the setscrews tightly prevented from ANY wobble movement with using other nuts/locking washers thereon to prevent ANY movement.  If, you need to
literally tightly anchor such with using a one or two fixed or adjustable wrenchs...so be it. 
 
Whats your natural seismometer period?  Running too long a period on them makes them ultra sensitive to even very slight tilts.  Try reducing the
natural period if the problem keeps recurring too often.  Its quite possible you will have to run them lower like at 15 seconds; even though your
machine is likely capable of like up to 20-30 seconds; all the frequent leveling screw adjustments can just be too much to content with over time.
Big distant quakes will still temporarily tilt your machine anyway to whatever period they eventually radiate from their epicenter.   
 
It also sounds like a "seasonal tilt"; which in escense is a outside environmental temperature change thats worked its temperature change way down
into the soil/rock surrounding your area....which for there is now summer.  After the (~ 1 month) beginning onset of real winter cold, you'll see more sudden tilts.
 
Regardless of cause, all you can do is keep on recentering the pendulum; the tilt/s will be a constant very minor procedure you'll always have
to content with.....its just the actual nature of your seismometer/tiltmeter.
 
Hmmm....over time....you might even mentally "consider" switching the pivot to one like Chris Chapman has recently done; and that is putting a flat
on the end of the boom, and putting a fixed ball on the mast for better stability and operational results.  Its "sounds" perhaps drastic for your new
seismometer; but I doubt if it is mechanically tough to consider/do/try. 
 
Take care, Meredith Lamb

On Tue, Jul 29, 2008 at 12:42 PM, Steinar Midtskogen <steinar@.............> wrote:
I've had a SEP seismometer running for a month or so and everything
has been fine.  However, a couple of days ago while we were away on
vacation it began reporting no activity.  When I got back home I found
that the mass had moved all the way to the side, so I had to change
the tilt a little so it would move back to the centre again.

Is this normal behaviour for a Lehmann seismometer?  The mass moved
away from the center at a time the house was empty, so I can't really
think of any external disturbances which could have caused this.

--
Steinar Midtskogen
http://voksenlia.net/met/seismometer/
__________________________________________________________
Subject: Re: SEP seismometer From: ChrisAtUpw@....... Date: Tue, 5 Aug 2008 18:26:02 EDT Hi Dave, The details of the Lehman are given at http://www.bgs.ac.uk/education/school_seismology/ Click on seismometer for full details and a bigger photo. The bearings are crossed polished tungsten carbide rods. You can get periods of 30 seconds quite easily. Regards, Chris Chapman Hi Dave= ,    


       The details of the Lehman are given at&= nbsp; 

       http://www.bgs.ac.uk/education/school_s= eismology/

       Click on seismometer for full details a= nd a bigger photo.

       The bearings are crossed polished tungs= ten carbide rods. You can get periods of 30 seconds quite easily.

       Regards,

       Chris Chapman
Subject: False Earthquake Signatures From: "Gary Lindgren" gel@................. Date: Wed, 6 Aug 2008 14:18:45 -0700 Sometimes I try locate an earthquake that I see on my sensor and can't find anything on the networks. From the way it looks, I would say it was an earthquake. What is happening. Would these be extremely small tremors close by that are not registered by the networks. See this one I detected today. http://gelindgren.googlepages.com/080806.073329.ch1.psn.gif Gary Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 650-326-0655 www.blue-eagle-technologies.com cymonsplace.blogspot.com

Sometimes I try locate an earthquake that I see on = my sensor and can’t find anything on the networks. From the way it looks, I = would say it was an earthquake. What is happening. Would these be extremely = small tremors close by that are not registered by the networks. See this one I detected today. http= ://gelindgren.googlepages.com/080806.073329.ch1.psn.gif

Gary

 

 

 

 

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655<= /span>

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 

Subject: Re: False Earthquake Signatures From: Larry Cochrane lcochrane@.............. Date: Wed, 06 Aug 2008 14:32:31 -0700 Gary, this looks like a freight train going by. If you do an FFT on the data you will see that the frequency range is rather narrow. An earthquake generates waves in a broader spectrum. Regards, Larry Cochrane Redwood City, PSN Gary Lindgren wrote: > Sometimes I try locate an earthquake that I see on my sensor and can't find > anything on the networks. From the way it looks, I would say it was an > earthquake. What is happening. Would these be extremely small tremors close > by that are not registered by the networks. See this one I detected today. > http://gelindgren.googlepages.com/080806.073329.ch1.psn.gif > > Gary > > > > > > > > > > > > Gary Lindgren > > 585 Lincoln Ave > > Palo Alto CA 94301 > > > > 650-326-0655 > > > > www.blue-eagle-technologies.com > > cymonsplace.blogspot.com > > > > > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: False Earthquake Signatures From: "Geoff" gmvoeth@........... Date: Wed, 6 Aug 2008 15:36:53 -0700 Are there any mining operations within 10 degrees or so ? Vehicles can sometimes create signals that look somewhat like a small quake ? Construction or mining operations close by ? I just received a M3.5 to M4.0 quake like signature the other day that appeared to be within 230 to 270 statute miles but no one else saw it so I just ignored it, I do not trust any signals the big guys do not report as having seen too. The navy I used to work for required three independently varifiable sources for new information before it would trust any reports. The big guys (USGS) seem to see everything so if they dont report it I do not trust what i see here. One station alone cant rule out phony signals/artifacts. geoff ----- Original Message ----- From: "Gary Lindgren" To: "PSN List" Sent: Wednesday, August 06, 2008 2:18 PM Subject: False Earthquake Signatures > Sometimes I try locate an earthquake that I see on my sensor and can't find > anything on the networks. From the way it looks, I would say it was an > earthquake. What is happening. Would these be extremely small tremors close > by that are not registered by the networks. See this one I detected today. > http://gelindgren.googlepages.com/080806.073329.ch1.psn.gif > > Gary > > > > > > > > > > > > Gary Lindgren > > 585 Lincoln Ave > > Palo Alto CA 94301 > > > > 650-326-0655 > > > > www.blue-eagle-technologies.com > > cymonsplace.blogspot.com > > > > > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: False Earthquake Signatures From: "Gary Lindgren" gel@................. Date: Wed, 6 Aug 2008 16:15:11 -0700 Thank you Larry, that solves a mystery. I'm about 3/4 mile from the SP rails. I saw 2 like that signature about 4 hours apart. Still learning. Gary -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of Larry Cochrane Sent: Wednesday, August 06, 2008 2:33 PM To: psn-l@.............. Subject: Re: False Earthquake Signatures Gary, this looks like a freight train going by. If you do an FFT on the data you will see that the frequency range is rather narrow. An earthquake generates waves in a broader spectrum. Regards, Larry Cochrane Redwood City, PSN Gary Lindgren wrote: > Sometimes I try locate an earthquake that I see on my sensor and can't find > anything on the networks. From the way it looks, I would say it was an > earthquake. What is happening. Would these be extremely small tremors close > by that are not registered by the networks. See this one I detected today. > http://gelindgren.googlepages.com/080806.073329.ch1.psn.gif > > Gary > > > > > > > > > > > > Gary Lindgren > > 585 Lincoln Ave > > Palo Alto CA 94301 > > > > 650-326-0655 > > > > www.blue-eagle-technologies.com > > cymonsplace.blogspot.com > > > > > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: ANDREANOF ISLANDS, ALEUTIAN IS., ALASKA From: Jan Froom JDarwin@............. Date: Thu, 07 Aug 2008 15:00:24 -0700 Is there any news regarding the earthquake swarm coming from the ANDREANOF ISLANDS, ALEUTIAN IS., ALASKA. Jan in Gilroy __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Alaska's swarm From: tchannel1@............ Date: Thu, 7 Aug 2008 17:40:54 -0600 Hi All, I have a friend, who has a friend in Alaska, he = writes......below........He sent me a screenshot of his helicorder, I = have no way to post it here but just email me directly and I will send = it to you..It is massive...........I counted 248 events at hour 22:00 = today. Thanks, Ted here's a helicorder image (PNG format) of the swarm from an 3C short = period instrument=20 on Great Sitkin island, 30 miles from Kasatochi M it is crazy around here now. let me send you a screenshot of the = earthquake swarm=20 here in a second.=20 in the last hour continuous tremor has begun to accompany the = earthquakes, so=20 this may become volcanic instead of just tectonic. the volcano = (Kasatochi) is not well known and has=20 no seismic instruments. the closest seismometers are about 30 miles = away. however, the tremor is strong enough to be seen there. the swarm to the best of my knowledge is not a typical = mainshock-aftershock=20 sequence. so this means it may be a result of an intrusion. M=20
Hi All,  I have a friend, who = has a=20 friend in Alaska, he writes......below........He sent me a screenshot of = his=20 helicorder, I have no way to post it here but just email me directly and = I will=20 send it to you..It is massive...........I counted 248 events at hour = 22:00=20 today.
 
Thanks, Ted
 
 
here's a helicorder image (PNG format) of the swarm from an 3C = short period=20 instrument
on Great Sitkin island, 30 miles from = Kasatochi

M

 
it is crazy around here now. let me send you a screenshot of the=20 earthquake swarm
here in a second.
 
in the last hour continuous tremor has begun to accompany the=20 earthquakes, so
this may become volcanic instead of just tectonic. the volcano=20 (Kasatochi) is not well known and has
no seismic instruments. the closest seismometers are about 30 = miles=20 away.
 
however, the tremor is strong enough to be seen there.
 
the swarm to the best of my knowledge is not a typical=20 mainshock-aftershock
sequence. so this means it may be a result of an intrusion.
 
 

Subject: Okmok eruption in Alaska From: tchannel1@............ Date: Thu, 7 Aug 2008 21:21:42 -0600 I continue to get correspondence from BSU here in Boise Idaho, and = friend in Alaska. They offer this eruption = wedsite.........http://www.avo.alaska.edu/activity/Okmok.php Thanks, Ted
I continue to get correspondence from = BSU here in=20 Boise Idaho, and friend in Alaska.
 
They offer this eruption=20 wedsite.........http://www.avo.alaska.edu/activity/Okmok.php
=
 
Thanks, Ted
Subject: RE: ANDREANOF ISLANDS, ALEUTIAN IS., ALASKA From: "Gary Lindgren" gel@................. Date: Thu, 7 Aug 2008 20:18:52 -0700 Jan, Maybe this is your answer http://www.adn.com/news/alaska/story/486048.html Could be some volcanic activity. Gary -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of Jan Froom Sent: Thursday, August 07, 2008 3:00 PM To: psn-l@.............. Subject: ANDREANOF ISLANDS, ALEUTIAN IS., ALASKA Is there any news regarding the earthquake swarm coming from the ANDREANOF ISLANDS, ALEUTIAN IS., ALASKA. Jan in Gilroy __________________________________________________________ Public Seismic Network Mailing List (PSN-L) __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Winsdr From: Barry Lotz barry_lotz@............. Date: Thu, 7 Aug 2008 20:50:36 -0700 (PDT) Hi I was having problems ftp uploading a helicorder plot from winsdr to my website. I can see my web files from filezilla or internet explorer via ftp. I think it has to do with the information I am inputing or how I am entering it into winsdr. Anyone having success please let me know so I can find out what I am doing wrong. Barry
Hi
I was having problems ftp uploading a helicorder plot from winsdr to my website. I can see my web files from filezilla or internet explorer via ftp. I think it has to do with the information I am inputing  or how I am entering it into winsdr. Anyone having success please let me know so I can find out what I am doing wrong.
Barry
 
Subject: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR From: "JAMES ALLEN" jcallen1@........... Date: Mon, 11 Aug 2008 17:23:34 -0700 I am using Larry's A/D and amplifier (previous version) with an Motorola = Oncore GPS connected through Larry's GPS interface board. Does anyone = know why or have a solution for a drop out in data when the GPS corrects = the computer time. I am running Windows XP professional on the = computer. Everything else works fine with WinSDR. Thanks James Allen
I am using Larry's A/D and amplifier = (previous=20 version) with an Motorola Oncore GPS connected through Larry's GPS = interface=20 board.  Does anyone know why or have a solution for a drop out in = data when=20 the GPS corrects the computer time.  I am running Windows XP = professional=20 on the computer.  Everything else works fine with = WinSDR.
Thanks
James Allen
Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR From: Angel sismos@.............. Date: Tue, 12 Aug 2008 00:51:17 +0000 Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR

Tuesday, August 12, 2008, 12:23:34 AM, you wrote:


>

I am using Larry's A/D and amplifier (previous version) with an Motorola Oncore GPS connected through Larry's GPS interface board.  Does anyone know why or have a solution for a drop out in data when the GPS corrects the computer time.  I am running Windows XP professional on the computer.  Everything else works fine with WinSDR.

Thanks

James Allen


Hi James,


Windows has a service called "Windows Time Service" that tries to keep your computer time.  Maybe it is doing just that and you end up with packets with weird timestamps.  Just a thought.


You can turn off this service.


regards,


Angel


Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR From: "JAMES ALLEN" jcallen1@........... Date: Mon, 11 Aug 2008 18:12:10 -0700 Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDRI will try turning = off Windows time service and see if that solves the problem. Thanks James ----- Original Message -----=20 From: Angel=20 To: JAMES ALLEN=20 Sent: Monday, August 11, 2008 5:51 PM Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR Tuesday, August 12, 2008, 12:23:34 AM, you wrote: > I am using Larry's A/D and amplifier (previous version) with an = Motorola Oncore GPS connected through Larry's GPS interface board. Does = anyone know why or have a solution for a drop out in data when the GPS = corrects the computer time. I am running Windows XP professional on the = computer. Everything else works fine with WinSDR. Thanks James Allen =20 Hi James, Windows has a service called "Windows Time Service" that tries to keep = your computer time. Maybe it is doing just that and you end up with = packets with weird timestamps. Just a thought. You can turn off this service. regards, Angel Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN = WINSDR
I will try turning off Windows time = service and see=20 if that solves the problem.  Thanks
James
----- Original Message -----
From:=20 Angel=20
Sent: Monday, August 11, 2008 = 5:51=20 PM
Subject: Re: DROP OUT OF DATA = WHEN GPS=20 CORRECTS TIME IN WINSDR

Tuesday, August 12, 2008, 12:23:34 AM, you wrote:


>

I am using Larry's A/D and amplifier = (previous=20 version) with an Motorola Oncore GPS connected through Larry's = GPS=20 interface board.  Does anyone know why or have a solution = for a=20 drop out in data when the GPS corrects the computer time. =  I am=20 running Windows XP professional on the computer. =  Everything else=20 works fine with WinSDR.

Thanks

James = Allen


Hi James,


Windows has a service called "Windows Time Service" that tries to = keep your=20 computer time.  Maybe it is doing just that and you end up with = packets=20 with weird timestamps.  Just a thought.


You can turn off this service.


regards,


Angel


Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR From: "Dave Nelson" davefnelson@....... Date: Tue, 12 Aug 2008 02:24:12 -0000 Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDRHi James, I had a similar problem with Vista. I had "set computer time " set to = enable . After a period of time (hour to days ) Winsdr would start to = produce errors and then crash. There is some kind of conflict between = the GPS derived time and the Windows operating system. My fix was to = disable the "set computer time" function and let the Winsdr time be = independent of the computer time and use the internet time on the = computer. The data is tagged with the GPS time so there is no error in = the seismic data.=20 I have been told by Angel that Vista does not allow the time to be set = by any source other than manual or internet time services . I admit I don't fully understand the interaction but Vista has this and = many other frustrating idiosyncrasies. I did not have this problem = with the XP home edition . Dave=20 ----- Original Message -----=20 From: JAMES ALLEN=20 To: psn-l@................. Sent: Tuesday, August 12, 2008 01:12 Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR I will try turning off Windows time service and see if that solves the = problem. Thanks James ----- Original Message -----=20 From: Angel=20 To: JAMES ALLEN=20 Sent: Monday, August 11, 2008 5:51 PM Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR Tuesday, August 12, 2008, 12:23:34 AM, you wrote: > I am using Larry's A/D and amplifier (previous version) with an = Motorola Oncore GPS connected through Larry's GPS interface board. Does = anyone know why or have a solution for a drop out in data when the GPS = corrects the computer time. I am running Windows XP professional on the = computer. Everything else works fine with WinSDR. Thanks James Allen =20 Hi James, Windows has a service called "Windows Time Service" that tries to = keep your computer time. Maybe it is doing just that and you end up = with packets with weird timestamps. Just a thought. You can turn off this service. regards, Angel Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN = WINSDR
Hi James,
 
I had a similar problem with Vista. I = had "set=20 computer time " set to enable . After a period of time  (hour to = days )=20 Winsdr  would start to produce errors   and then crash. = There is=20 some kind of conflict between the GPS derived time and the Windows = operating=20 system. My fix was to disable the "set computer=20 time" function and let the Winsdr time be independent of the computer = time and=20 use the internet time on the computer. The data is tagged with the GPS = time so=20 there is no error in the seismic data.
 
I have been told  by Angel = that Vista=20 does not allow  the time to be set by any source other than manual = or=20 internet time services .
 
I admit I don't fully understand the = interaction=20 but Vista has this and many other frustrating idiosyncrasies.  I = did=20  not have this problem with the XP home edition .
 
Dave
 
----- Original Message -----
From:=20 JAMES=20 ALLEN
Sent: Tuesday, August 12, 2008=20 01:12
Subject: Re: DROP OUT OF DATA = WHEN GPS=20 CORRECTS TIME IN WINSDR

I will try turning off Windows time = service and=20 see if that solves the problem.  Thanks
James
----- Original Message -----
From:=20 Angel=20
Sent: Monday, August 11, 2008 = 5:51=20 PM
Subject: Re: DROP OUT OF DATA = WHEN GPS=20 CORRECTS TIME IN WINSDR

Tuesday, August 12, 2008, 12:23:34 AM, you wrote:


>

I am using Larry's A/D and amplifier = (previous=20 version) with an Motorola Oncore GPS connected through Larry's = GPS=20 interface board.  Does anyone know why or have a solution = for a=20 drop out in data when the GPS corrects the computer time. =  I am=20 running Windows XP professional on the computer. =  Everything else=20 works fine with WinSDR.

Thanks

James = Allen


Hi James,


Windows has a service called "Windows Time Service" that tries to = keep=20 your computer time.  Maybe it is doing just that and you end up = with=20 packets with weird timestamps.  Just a thought.


You can turn off this service.


regards,


Angel


Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR From: "JAMES ALLEN" jcallen1@........... Date: Mon, 11 Aug 2008 20:58:15 -0700 Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDRThanks Dave. I = disabled the computer automatically correcting the time in the time and = date window of Windows Xp, but alas, no luck. I guess I will just have = to live with not using the GPS to set the computer clock. =20 James Allen ----- Original Message -----=20 From: Dave Nelson=20 To: psn-l@................. Sent: Monday, August 11, 2008 7:24 PM Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR Hi James, I had a similar problem with Vista. I had "set computer time " set to = enable . After a period of time (hour to days ) Winsdr would start to = produce errors and then crash. There is some kind of conflict between = the GPS derived time and the Windows operating system. My fix was to = disable the "set computer time" function and let the Winsdr time be = independent of the computer time and use the internet time on the = computer. The data is tagged with the GPS time so there is no error in = the seismic data.=20 I have been told by Angel that Vista does not allow the time to be = set by any source other than manual or internet time services . I admit I don't fully understand the interaction but Vista has this = and many other frustrating idiosyncrasies. I did not have this problem = with the XP home edition . Dave=20 ----- Original Message -----=20 From: JAMES ALLEN=20 To: psn-l@................. Sent: Tuesday, August 12, 2008 01:12 Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR I will try turning off Windows time service and see if that solves = the problem. Thanks James ----- Original Message -----=20 From: Angel=20 To: JAMES ALLEN=20 Sent: Monday, August 11, 2008 5:51 PM Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR Tuesday, August 12, 2008, 12:23:34 AM, you wrote: > I am using Larry's A/D and amplifier (previous version) with = an Motorola Oncore GPS connected through Larry's GPS interface board. = Does anyone know why or have a solution for a drop out in data when the = GPS corrects the computer time. I am running Windows XP professional on = the computer. Everything else works fine with WinSDR. Thanks James Allen =20 Hi James, Windows has a service called "Windows Time Service" that tries to = keep your computer time. Maybe it is doing just that and you end up = with packets with weird timestamps. Just a thought. You can turn off this service. regards, Angel Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN = WINSDR
Thanks Dave.   I disabled the = computer=20 automatically correcting the time in the time and date window of Windows = Xp, but=20 alas, no luck.  I guess I will just have to live with not using the = GPS to=20 set the computer clock. 
James Allen
----- Original Message -----
From:=20 Dave Nelson=20
Sent: Monday, August 11, 2008 = 7:24=20 PM
Subject: Re: DROP OUT OF DATA = WHEN GPS=20 CORRECTS TIME IN WINSDR

Hi James,
 
I had a similar problem with Vista. I = had "set=20 computer time " set to enable . After a period of time  (hour to = days )=20 Winsdr  would start to produce errors   and then crash. = There=20 is some kind of conflict between the GPS derived time and the Windows=20 operating system. My fix was to disable the "set computer time" function and let the Winsdr time be = independent of=20 the computer time and use the internet time on the computer. The data = is=20 tagged with the GPS time so there is no error in the seismic data.=20
 
I have been told  by Angel = that Vista=20 does not allow  the time to be set by any source other than = manual or=20 internet time services .
 
I admit I don't fully understand the = interaction=20 but Vista has this and many other frustrating idiosyncrasies.  I = did=20  not have this problem with the XP home edition .
 
Dave
 
----- Original Message -----
From:=20 JAMES=20 ALLEN
Sent: Tuesday, August 12, = 2008=20 01:12
Subject: Re: DROP OUT OF DATA = WHEN GPS=20 CORRECTS TIME IN WINSDR

I will try turning off Windows time = service and=20 see if that solves the problem.  Thanks
James
----- Original Message ----- =
From:=20 Angel
Sent: Monday, August 11, = 2008 5:51=20 PM
Subject: Re: DROP OUT OF = DATA WHEN=20 GPS CORRECTS TIME IN WINSDR

Tuesday, August 12, 2008, 12:23:34 AM, you wrote:


>

I am using Larry's A/D and amplifier = (previous=20 version) with an Motorola Oncore GPS connected through = Larry's GPS=20 interface board.  Does anyone know why or have a = solution for a=20 drop out in data when the GPS corrects the computer time. =  I am=20 running Windows XP professional on the computer. =  Everything=20 else works fine with WinSDR.

Thanks

James=20 Allen


Hi James,


Windows has a service called "Windows Time Service" that tries = to keep=20 your computer time.  Maybe it is doing just that and you end = up with=20 packets with weird timestamps.  Just a thought.


You can turn off this service.


regards,


Angel


Subject: RE: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR From: "Gary Lindgren" gel@................. Date: Mon, 11 Aug 2008 21:35:19 -0700 James, Any messages in the log file after the time update. Gary From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of JAMES ALLEN Sent: Monday, August 11, 2008 8:58 PM To: psn-l@.............. Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR Thanks Dave. I disabled the computer automatically correcting the time in the time and date window of Windows Xp, but alas, no luck. I guess I will just have to live with not using the GPS to set the computer clock. James Allen ----- Original Message ----- From: Dave Nelson To: psn-l@.............. Sent: Monday, August 11, 2008 7:24 PM Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR Hi James, I had a similar problem with Vista. I had "set computer time " set to enable .. After a period of time (hour to days ) Winsdr would start to produce errors and then crash. There is some kind of conflict between the GPS derived time and the Windows operating system. My fix was to disable the "set computer time" function and let the Winsdr time be independent of the computer time and use the internet time on the computer. The data is tagged with the GPS time so there is no error in the seismic data. I have been told by Angel that Vista does not allow the time to be set by any source other than manual or internet time services . I admit I don't fully understand the interaction but Vista has this and many other frustrating idiosyncrasies. I did not have this problem with the XP home edition . Dave ----- Original Message ----- From: JAMES ALLEN To: psn-l@.............. Sent: Tuesday, August 12, 2008 01:12 Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR I will try turning off Windows time service and see if that solves the problem. Thanks James ----- Original Message ----- From: Angel To: JAMES ALLEN Sent: Monday, August 11, 2008 5:51 PM Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR Tuesday, August 12, 2008, 12:23:34 AM, you wrote: > I am using Larry's A/D and amplifier (previous version) with an Motorola Oncore GPS connected through Larry's GPS interface board. Does anyone know why or have a solution for a drop out in data when the GPS corrects the computer time. I am running Windows XP professional on the computer. Everything else works fine with WinSDR. Thanks James Allen Hi James, Windows has a service called "Windows Time Service" that tries to keep your computer time. Maybe it is doing just that and you end up with packets with weird timestamps. Just a thought. You can turn off this service. regards, Angel Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR

James,

Any messages in the log file after the time = update.

Gary

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of JAMES ALLEN
Sent: Monday, August 11, 2008 8:58 PM
To: psn-l@..............
Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN = WINSDR

 

T= hanks Dave.   I disabled the computer automatically correcting the = time in the time and date window of Windows Xp, but alas, no luck.  I guess = I will just have to live with not using the GPS to set the computer = clock. 

J= ames Allen

-= ---- Original Message -----

F= rom: = Dave = Nelson

S= ent: = Monday, August 11, 2008 7:24 PM

S= ubject: = Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR

 

H= i James,

 

I= had a similar problem with Vista. I had "set computer time " set to = enable .. After a period of time  (hour to days ) Winsdr  would start = to produce errors   and then crash. There is some kind of = conflict between the GPS derived time and the Windows operating system. My fix = was to disable the "set computer time" function and let the Winsdr = time be independent of the computer time and use the internet time on the = computer. The data is tagged with the GPS time so there is no error in the seismic = data.

 

I=  have been told  by Angel that Vista does not allow  the time to be = set by any source other than manual or internet time services .

 

I= admit I don't fully understand the interaction but Vista has this and many other frustrating idiosyncrasies.  I did  not have this problem with = the XP home edition .

 

D= ave

 

-= ---- Original Message -----

F= rom: = JAMES ALLEN

S= ent: = Tuesday, August 12, 2008 01:12

S= ubject: = Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR

 

I= will try turning off Windows time service and see if that solves the = problem.  Thanks

J= ames

-= ---- Original Message -----

F= rom: = Angel

T= o: = JAMES ALLEN

S= ent: = Monday, August 11, 2008 5:51 PM

S= ubject: = Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR

 

Tuesday, August 12, 2008, 12:23:34 AM, you wrote:

 

> 

I = am using Larry's A/D and amplifier (previous version) with an Motorola Oncore = GPS connected through Larry's GPS interface board.  Does anyone know = why or have a solution for a drop out in data when the GPS corrects the = computer time.  I am running Windows XP professional on the computer.  Everything else works fine with WinSDR.

Thanks

James Allen

 

Hi James,

 

Windows has a service called "Windows Time Service" that tries to keep = your computer time.  Maybe it is doing just that and you end up with = packets with weird timestamps.  Just a thought.

 

You can turn off this service.

 

regards,

 

Angel

 

Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR From: "JAMES ALLEN" jcallen1@........... Date: Tue, 12 Aug 2008 11:52:05 -0700 Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDRGary The log file has a string of entries such as: 1. Adjust computer time by 393.961 seconds 2. GPS time not set: lck 00:03 diff:0adj:0 sats:2/14 5:1E:0 3. min buffer to old tome error: diff=3D189 4. ADC:Id:saas readSts:4/13 5:1E:0 After the data drops out then it resumes logging data until it attempts = to correct time again. It does not seem to matter whether the computer = clock is set to check the time through the internet or such checking is = disabled. I really appreciate your trying to help me. James Allen ----- Original Message -----=20 From: Gary Lindgren=20 To: psn-l@................. Sent: Monday, August 11, 2008 9:35 PM Subject: RE: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR James, Any messages in the log file after the time update. Gary =20 From: psn-l-request@.............. = [mailto:psn-l-request@............... On Behalf Of JAMES ALLEN Sent: Monday, August 11, 2008 8:58 PM To: psn-l@.............. Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR =20 Thanks Dave. I disabled the computer automatically correcting the = time in the time and date window of Windows Xp, but alas, no luck. I = guess I will just have to live with not using the GPS to set the = computer clock. =20 James Allen ----- Original Message -----=20 From: Dave Nelson=20 To: psn-l@................. Sent: Monday, August 11, 2008 7:24 PM Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR =20 Hi James, =20 I had a similar problem with Vista. I had "set computer time " set = to enable . After a period of time (hour to days ) Winsdr would start = to produce errors and then crash. There is some kind of conflict = between the GPS derived time and the Windows operating system. My fix = was to disable the "set computer time" function and let the Winsdr time = be independent of the computer time and use the internet time on the = computer. The data is tagged with the GPS time so there is no error in = the seismic data.=20 =20 I have been told by Angel that Vista does not allow the time to be = set by any source other than manual or internet time services . =20 I admit I don't fully understand the interaction but Vista has this = and many other frustrating idiosyncrasies. I did not have this problem = with the XP home edition . =20 Dave=20 =20 ----- Original Message -----=20 From: JAMES ALLEN=20 To: psn-l@................. Sent: Tuesday, August 12, 2008 01:12 Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR =20 I will try turning off Windows time service and see if that solves = the problem. Thanks James ----- Original Message -----=20 From: Angel=20 To: JAMES ALLEN=20 Sent: Monday, August 11, 2008 5:51 PM Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR =20 Tuesday, August 12, 2008, 12:23:34 AM, you wrote: =20 >=20 I am using Larry's A/D and amplifier (previous version) = with an Motorola Oncore GPS connected through Larry's GPS interface = board. Does anyone know why or have a solution for a drop out in data = when the GPS corrects the computer time. I am running Windows XP = professional on the computer. Everything else works fine with WinSDR. Thanks James Allen =20 =20 Hi James, =20 Windows has a service called "Windows Time Service" that tries = to keep your computer time. Maybe it is doing just that and you end up = with packets with weird timestamps. Just a thought. =20 You can turn off this service. =20 regards, =20 Angel =20 Re: DROP = OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR
Gary
The log file has a string of entries = such=20 as:
1.  Adjust computer time by = 393.961=20 seconds
2.  GPS time not set: lck 00:03 = diff:0adj:0=20 sats:2/14 5:1E:0
3.  min buffer to old tome error:=20 diff=3D189
4.  ADC:Id:saas readSts:4/13=20 5:1E:0
After the data drops out then it = resumes logging=20 data until it attempts to correct time again.  It does not seem to = matter=20 whether the computer clock is set to check the time through the internet = or such=20 checking is disabled.
I really appreciate your trying to help = me.
James Allen
----- Original Message -----
From:=20 Gary=20 Lindgren
Sent: Monday, August 11, 2008 = 9:35=20 PM
Subject: RE: DROP OUT OF DATA = WHEN GPS=20 CORRECTS TIME IN WINSDR

James,

Any=20 messages in the log file after the time update.

Gary

 

From: psn-l-request@............... =20 [mailto:psn-l-request@............... On Behalf Of JAMES=20 ALLEN
Sent: Monday, August 11, 2008 8:58 PM
To: psn-l@..............
Subje= ct:=20 Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN=20 WINSDR

 

Thanks=20 Dave.   I disabled the computer automatically correcting the = time in=20 the time and date window of Windows Xp, but alas, no luck.  I = guess I=20 will just have to live with not using the GPS to set the computer = clock. =20

James=20 Allen

-----=20 Original Message -----

From: Dave = Nelson=20

To: psn-l@..............=20

Sent:=20 Monday, August 11, 2008 7:24 PM

Subject:=20 Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN=20 WINSDR

 

Hi=20 James,

 

I=20 had a similar problem with Vista. I had "set computer time " set to = enable .=20 After a period of time  (hour to days ) Winsdr  would = start to=20 produce errors   and then crash. There is some kind of = conflict=20 between the GPS derived time and the Windows operating system. My = fix was to=20 disable the "set computer time" function and let the Winsdr time be=20 independent of the computer time and use the internet time on the = computer.=20 The data is tagged with the GPS time so there is no error in the = seismic=20 data.

 

I have=20 been told  by Angel that Vista does not allow  the time to = be set=20 by any source other than manual or internet time services = ..

 

I=20 admit I don't fully understand the interaction but Vista has this = and many=20 other frustrating idiosyncrasies.  I did  not have this = problem=20 with the XP home edition .

 

Dave=20

 

-----=20 Original Message -----

From:=20 JAMES=20 ALLEN

Sent:=20 Tuesday, August 12, 2008 01:12

Subject:=20 Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN=20 WINSDR

 

I=20 will try turning off Windows time service and see if that solves = the=20 problem.  Thanks

James

-----=20 Original Message -----

From:=20 Angel=20

Sent:=20 Monday, August 11, 2008 5:51 PM

Subject:=20 Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN=20 WINSDR

 

Tuesday,=20 August 12, 2008, 12:23:34 AM, you wrote:

 

> 

I=20 am using Larry's A/D and amplifier (previous version) with = an=20 Motorola Oncore GPS connected through Larry's GPS = interface board.=20  Does anyone know why or have a solution for a drop = out in=20 data when the GPS corrects the computer time.  I am = running=20 Windows XP professional on the computer.  Everything = else=20 works fine with WinSDR.

Thanks

James=20 Allen

 

Hi=20 James,

 

Windows=20 has a service called "Windows Time Service" that tries to keep = your=20 computer time.  Maybe it is doing just that and you end up = with=20 packets with weird timestamps.  Just a=20 thought.

 

You can=20 turn off this service.

 

regards,

 

Angel

 

=
Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR From: Kevin Brunt k.brunt@......... Date: Tue, 12 Aug 2008 21:43:03 +0100 (GMT Daylight Time) Hi. If your computer is _really_ getting 5 minutes adrift of the GPS time, there is something pathological happening... You'd expect this sort of drift over the course of weeks or months. I don't know either the hardware or the software, so I am speculating. However, it looks more as if there is a quarrel going on as to what the correct time is. Are you sure that you've disabled the OS time synchronisation hard enough? How often is this happening? Did it _start_ happening after the clocks went forward, perhaps? Kevin On Tue, 12 Aug 2008 11:52:05 -0700 JAMES ALLEN wrote: > The log file has a string of entries such as: > 1. Adjust computer time by 393.961 seconds > 2. GPS time not set: lck 00:03 diff:0adj:0 sats:2/14 5:1E:0 > 3. min buffer to old tome error: diff=189 > 4. ADC:Id:saas readSts:4/13 5:1E:0 > After the data drops out then it resumes logging data until it attempts to > correct time again. It does not seem to matter whether the computer clock is > set to check the time through the internet or such checking is disabled. > I really appreciate your trying to help me. > James Allen __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR From: "JAMES ALLEN" jcallen1@........... Date: Tue, 12 Aug 2008 20:15:12 -0700 I appreciate the help that Gary, Chris and Kevin have provided regarding the data drop out problem but no matter what I try it still remains. Therefore, I am going to just change to another computer for logging data. Thanks James Allen ----- Original Message ----- From: "Kevin Brunt" To: Sent: Tuesday, August 12, 2008 1:43 PM Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR > > Hi. > > If your computer is _really_ getting 5 minutes adrift of the GPS time, > there is > something pathological happening... You'd expect this sort of drift over > the > course of weeks or months. > > I don't know either the hardware or the software, so I am speculating. > However, > it looks more as if there is a quarrel going on as to what the correct > time is. > Are you sure that you've disabled the OS time synchronisation hard enough? > > How often is this happening? Did it _start_ happening after the clocks > went > forward, perhaps? > > Kevin > > > On Tue, 12 Aug 2008 11:52:05 -0700 JAMES ALLEN > wrote: > >> The log file has a string of entries such as: >> 1. Adjust computer time by 393.961 seconds >> 2. GPS time not set: lck 00:03 diff:0adj:0 sats:2/14 5:1E:0 >> 3. min buffer to old tome error: diff=189 >> 4. ADC:Id:saas readSts:4/13 5:1E:0 >> After the data drops out then it resumes logging data until it attempts >> to >> correct time again. It does not seem to matter whether the computer >> clock is >> set to check the time through the internet or such checking is disabled. >> I really appreciate your trying to help me. >> James Allen > > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR From: Mark Robinson mark.robinson@............... Date: Wed, 13 Aug 2008 17:50:57 +1200 JAMES ALLEN wrote: > > Gary > The log file has a string of entries such as: > 1. Adjust computer time by 393.961 seconds > 2. GPS time not set: lck 00:03 diff:0adj:0 sats:2/14 5:1E:0 > 3. min buffer to old tome error: diff=189 > 4. ADC:Id:saas readSts:4/13 5:1E:0 > After the data drops out then it resumes logging data until it attempts > to correct time again. It does not seem to matter whether the computer > clock is set to check the time through the internet or such checking is > disabled. > I really appreciate your trying to help me. > James Allen Hi James, How far away is your computer clock from what it should be ? Setting it manually as well as you can should make time setting software work much better. The line "2. GPS time not set: lck 00:03 diff:0adj:0 sats:2/14 5:1E:0" seems to indicate that you are only receiving two satellites. That is not enough. You may need to get more clear sky above your GPS receiver. If, as Dave says, WinSDR crashes when it gets confused about the time then that's a bug which Larry could perhaps have a look at. Regards Mark __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Concerning "A vertical and horizontal sensing pendulum" From: Randall Peters PETERS_RD@.......... Date: Wed, 13 Aug 2008 08:28:04 -0400 Meredith, I am trying to understand the vertical response that you mention for the system described at http://seismometer.googlepages.com/vh With the pendulum hanging initially at equilibrium (center of mass directly below the center of the ruby spheres) I can't envision any physical mechanism for which a strictly vertical acceleration is capable of producing motion. Randall Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR From: "JAMES ALLEN" jcallen1@........... Date: Wed, 13 Aug 2008 08:21:39 -0700 Thanks Gary. Good advice. A lot of the entries reflected that it was having a problem locking onto sufficient satellites. I appreciate the help. Also, I have sent Larry an email regarding this. Again, many thanks to you and others for your assistance. James Allen ----- Original Message ----- From: "Mark Robinson" To: Sent: Tuesday, August 12, 2008 10:50 PM Subject: Re: DROP OUT OF DATA WHEN GPS CORRECTS TIME IN WINSDR > JAMES ALLEN wrote: >> >> Gary >> The log file has a string of entries such as: >> 1. Adjust computer time by 393.961 seconds >> 2. GPS time not set: lck 00:03 diff:0adj:0 sats:2/14 5:1E:0 >> 3. min buffer to old tome error: diff=189 >> 4. ADC:Id:saas readSts:4/13 5:1E:0 >> After the data drops out then it resumes logging data until it attempts >> to correct time again. It does not seem to matter whether the computer >> clock is set to check the time through the internet or such checking is >> disabled. >> I really appreciate your trying to help me. >> James Allen > > Hi James, > > How far away is your computer clock from what it should be ? Setting it > manually as well as you can should make time setting software work much > better. > > The line "2. GPS time not set: lck 00:03 diff:0adj:0 sats:2/14 5:1E:0" > seems to indicate that you are only receiving two satellites. That is not > enough. You may need to get more clear sky above your GPS receiver. > > If, as Dave says, WinSDR crashes when it gets confused about the time then > that's a bug which Larry could perhaps have a look at. > > Regards > Mark > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with the body of the > message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Concerning "A vertical and horizontal sensing pendulum" From: "meredith lamb" paleoartifact@......... Date: Wed, 13 Aug 2008 10:35:30 -0600 Randall, Per the email below; you are absolutely correct; it doesn't have a vertical component. Just by my putting a finger on the mass (which is what I should have originally checked); there isn't any sensed vertical motion whatsoever. I will eventually change the web page to reflect such correction. Mental logic says it yet still quite possible to actually make it specifically vertical sensitive, by perhaps adding either a pivot area metal extension and a adjustable spring which extents perhaps to the base area or thereabouts; which forces a vertical component into the picture. The horizontal sensing motion "seems" noteably enhanced (~1/2 hour longer than any other tested S-G pivot setup) by the offset pivot....i.e., via my simple amateur friction mass offset time duration test. With your background; I suspect you may have indeed already tried such...what's your simplified opinion on that pivot approach....I'am quite "open" on that subject too. It does seem to have a very responsive visual pendulum offset to even very the slightest air currents when not shielded/enclosed. Its a novel S-G pivot (simple gravity pendulum) setup yes; but still interesting where it might be possible to use either a added spring maintained vertical, or, the as is, horizontal sensing; but likely not both at the same time. Take care, Meredith On Wed, Aug 13, 2008 at 6:28 AM, Randall Peters wrote: > Meredith, > I am trying to understand the vertical response that you mention for > the system described at http://seismometer.googlepages.com/vh > With the pendulum hanging initially at equilibrium (center of mass > directly below the center of the ruby spheres) I can't envision any > physical mechanism for which a strictly vertical acceleration is capable > of producing motion. > Randall >
Randall,
 
Per the email below; you are absolutely correct; it doesn't have a vertical component.  Just by my putting a finger
on the mass (which is what I should have originally checked); there isn't any sensed vertical motion whatsoever.  I will
eventually change the web page to reflect such correction.
 
Mental logic says it yet still quite possible to actually make it specifically vertical sensitive, by perhaps adding either a pivot area
metal extension and a adjustable spring which extents perhaps to the base area or thereabouts; which forces a vertical
component into the picture.
 
The horizontal sensing motion "seems" noteably enhanced (~1/2 hour longer than any other tested S-G pivot setup) by the
offset pivot....i.e., via my simple amateur friction mass offset time duration test.   With your background; I suspect you may
have indeed already tried such...what's your simplified opinion on that pivot approach....I'am quite "open" on that subject too.
 
It does seem to have a very responsive visual pendulum offset to even very the slightest air currents when not shielded/enclosed.
 
Its a novel S-G pivot (simple gravity pendulum) setup yes; but still interesting where it might be possible to use either
a added spring maintained vertical, or, the as is, horizontal sensing; but likely not both at the same time.
 
Take care, Meredith   
 
 
 
 
 
 
 
 
 
   

On Wed, Aug 13, 2008 at 6:28 AM, Randall Peters <PETERS_RD@..........> wrote:
Meredith,
   I am trying to understand the vertical response that you mention for
the system described at http://seismometer.googlepages.com/vh
With the pendulum hanging initially at equilibrium (center of mass
directly below the center of the ruby spheres) I can't envision any
physical mechanism for which a strictly vertical acceleration is capable
of producing motion.
  Randall

Subject: offset pivot From: Randall Peters PETERS_RD@.......... Date: Thu, 14 Aug 2008 12:08:54 -0400 Meredith, I am glad that you discovered the absence of vertical sensitivity in your system. Otherwise I would have to revisit some foundational physics! About the offset pivot--perhaps you have discovered something significant that nobody seems to have noticed. Internal friction in the rod holding the lower mass is bound to be of greater importance than most people would expect. Perhaps because of the bending stresses associated with the offset pivot, there could be some 'locking-up' of dislocations in the rod and thus a reduction in the damping that derives from this contributor. One would want to be sure that your improvement is not simply due to the better properties of the ruby balls, compared to what you were previously using?. Ruby differs from pure aluminum oxide crystals only in the nature of the color centers due to impurities (chromium for ruby, titanium for sapphire; although usually the pure material without substitutional impurities is also called simply sapphire). Can you readily modify the system to measure the damping as a function of the amount of offset? It would be an interesting study with potentially significant consequences to seismology. Randall Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Thu, 14 Aug 2008 20:34:11 -0700 Meredith Lamb or any member using a Sprengnether 201 Long Period unit: = There is an scale on the front of mine with the indicator pointer that = is at the fourth line from the top, which is essentially at the top = stop, and will normally oscillate to the 6th line from the top. Is this = where it is supposed to be or should it be centered on the 20 unit scale = which after a year of off and on fiddling seems impossible? James Allen =20 ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Wednesday, August 13, 2008 9:35 AM Subject: Re: Concerning "A vertical and horizontal sensing pendulum" Randall, Per the email below; you are absolutely correct; it doesn't have a = vertical component. Just by my putting a finger on the mass (which is what I should have originally checked); there = isn't any sensed vertical motion whatsoever. I will eventually change the web page to reflect such correction. Mental logic says it yet still quite possible to actually make it = specifically vertical sensitive, by perhaps adding either a pivot area metal extension and a adjustable spring which extents perhaps to the = base area or thereabouts; which forces a vertical component into the picture. The horizontal sensing motion "seems" noteably enhanced (~1/2 hour = longer than any other tested S-G pivot setup) by the offset pivot....i.e., via my simple amateur friction mass offset time = duration test. With your background; I suspect you may have indeed already tried such...what's your simplified opinion on = that pivot approach....I'am quite "open" on that subject too. It does seem to have a very responsive visual pendulum offset to even = very the slightest air currents when not shielded/enclosed. Its a novel S-G pivot (simple gravity pendulum) setup yes; but still = interesting where it might be possible to use either a added spring maintained vertical, or, the as is, horizontal sensing; = but likely not both at the same time. Take care, Meredith =20 =20 On Wed, Aug 13, 2008 at 6:28 AM, Randall Peters = wrote: Meredith, I am trying to understand the vertical response that you mention = for the system described at http://seismometer.googlepages.com/vh With the pendulum hanging initially at equilibrium (center of mass directly below the center of the ruby spheres) I can't envision any physical mechanism for which a strictly vertical acceleration is = capable of producing motion. Randall
Meredith Lamb or any member using a = Sprengnether=20 201 Long Period unit:  There is an scale on the front of mine = with the=20 indicator pointer that is at the fourth line from the top, which is = essentially at the top stop, and will normally oscillate to the 6th = line=20 from the top.  Is this where it is supposed to be or should it be = centered=20 on the 20 unit scale which after a year of off and on = fiddling seems=20 impossible?
James Allen  
 
----- Original Message -----
From:=20 meredith lamb
Sent: Wednesday, August 13, = 2008 9:35=20 AM
Subject: Re: Concerning "A = vertical and=20 horizontal sensing pendulum"

Randall,
 
Per the email below; you are absolutely correct; it doesn't have = a=20 vertical component.  Just by my putting a finger
on the mass (which is what I should have originally checked); = there isn't=20 any sensed vertical motion whatsoever.  I will
eventually change the web page to reflect such correction.
 
Mental logic says it yet still quite possible to actually make it = specifically vertical sensitive, by perhaps adding either a pivot = area
metal extension and a adjustable spring which extents perhaps to = the base=20 area or thereabouts; which forces a vertical
component into the picture.
 
The horizontal sensing motion "seems" noteably enhanced = (~1/2 hour=20 longer than any other tested S-G pivot setup) by the
offset pivot....i.e., via my simple amateur friction mass offset = time=20 duration test.   With your background; I suspect you = may
have indeed already tried such...what's your simplified opinion = on that=20 pivot approach....I'am quite "open" on that subject too.
 
It does seem to have a very responsive visual=20 pendulum offset to even very the slightest air currents when not=20 shielded/enclosed.
 
Its a novel S-G pivot (simple gravity pendulum) setup yes; but = still=20 interesting where it might be possible to use either
a added spring maintained vertical, or, the as is, horizontal = sensing;=20 but likely not both at the same time.
 
Take care, Meredith   
 
 
 
 
 
 
 
 
 
   

On Wed, Aug 13, 2008 at 6:28 AM, Randall = Peters <PETERS_RD@..........> = wrote:
Meredith,
 =20  I am trying to understand the vertical response that you = mention=20 for
the system described at http://seismometer.googlepages.com/vh
With = the pendulum=20 hanging initially at equilibrium (center of mass
directly below = the=20 center of the ruby spheres) I can't envision any
physical = mechanism for=20 which a strictly vertical acceleration is capable
of producing=20 motion.
 =20 = Randall

Subject: Re: offset pivot From: "meredith lamb" paleoartifact@......... Date: Thu, 14 Aug 2008 23:45:57 -0600 Hi Randall, Thanks for the patience, humor, speculation and encouragement. I've re-read the below quite afew times and alas, it just simply doesn't register with me, as a "why; is it oscillating longer than a standard S-G?". Mind you, that could very well be "it", in the boom itself; I literally just don't know myself. I've even tried 2 (different) small carbide flats (attached to the boom), which oscillate on 2 same size (but different) fixed/glued to the frame ruby balls. The time duration remained within one minute as the opposite. This "oscillating flats on fixed balls", was a curiosity test directly relating to Chris Chapmans new flat end boom pivot oscillating on a mast fixed ball on a horizontal Lehman; which seems to greatly offer more overall stability, ease of use, and seemingly even a possible longer natural period. I've put that curiosity flip/flop pivot test text (no pic's yet) on the same page today, but it was done in July. http://seismometer.googlepages.com/vh Simple strictly vertical gravity pendulums using similar carbide flats and exact same size ruby balls consistently have fallen shorter in time duration oscillations by 1/2 to 1 hour less. In short; the offset pivot seems to freely oscillate ~ > 14% or more longer than a traditional simple gravity pendulum pivot. Outside of pivot/s and air resistance, there is no (eddy current) dampening on any of these setups. On another web page, I've listed a variety of S-G pivots tests. This offset pivot is listed as 1. & 2. Number 3, a traditional S-G, has actually seen more tests (switched carbide flats) than shown, or listed; but they ranged from 2 hours 40 minutes up to 2 hours 55 minutes. The ruby ball remained the same. http://seismometer.googlepages.com/sgpivots In reality, this pivot sure isn't a practical use pivot; unless there is a rapid mechanical way of referencing and insuring pivot placement for what ever degree offset is "best?"....and even then, it might be too overall complicated for replication. Of course the eddy current dampening mechanism would also have to be mechanically varible for the different angle and height changes one might encounter. I also can't see how "measuring the damping as a function of the amount of offset" could possibly enter into the overall picture, or have any significant value....I would think it would remain the same...but then, I'am often wrong.... Take care, Meredith Lamb On Thu, Aug 14, 2008 at 10:08 AM, Randall Peters wrote: > Meredith, > I am glad that you discovered the absence of vertical sensitivity > in your system. Otherwise I would have to revisit some foundational > physics! > About the offset pivot--perhaps you have discovered something > significant that nobody seems to have noticed. Internal friction in the > rod holding the lower mass is bound to be of greater importance than > most people would expect. Perhaps because of the bending stresses > associated with the offset pivot, there could be some 'locking-up' of > dislocations in the rod and thus a reduction in the damping that derives > from this contributor. One would want to be sure that your improvement > is not simply due to the better properties of the ruby balls, compared > to what you were previously using?. Ruby differs from pure aluminum > oxide crystals only in the nature of the color centers due to impurities > (chromium for ruby, titanium for sapphire; although usually the pure > material without substitutional impurities is also called simply > sapphire). > Can you readily modify the system to measure the damping as a > function of the amount of offset? It would be an interesting study > with potentially significant consequences to seismology. > Randall >
Hi Randall,
 
Thanks for the patience, humor, speculation and encouragement.  I've re-read the below quite afew times and alas,
it just simply doesn't register with me, as a "why; is it oscillating longer than a standard S-G?".  Mind you, that
could very well be "it", in the boom itself; I literally just don't know myself.
 
I've even tried 2 (different) small carbide flats (attached to the boom), which oscillate on 2 same size (but different)
fixed/glued to the frame ruby balls.  The time duration remained within one minute as the opposite.  This "oscillating
flats on fixed balls", was a curiosity test directly relating to Chris Chapmans new flat end boom pivot oscillating on a 
mast fixed ball on a horizontal Lehman; which seems to greatly offer more overall stability, ease of use, and seemingly even
a possible longer natural period.   I've put that curiosity flip/flop pivot test text (no pic's yet) on the same page today, but it was
done in July.
 
 
Simple strictly vertical gravity pendulums using similar carbide flats and exact same size ruby balls consistently have fallen
shorter in time duration oscillations by 1/2 to 1 hour less.  In short; the offset pivot seems to freely oscillate ~ > 14% or more longer
than a traditional simple gravity pendulum pivot.  Outside of pivot/s and air resistance, there is no (eddy current) dampening
on any of these setups.
 
On another web page, I've listed a variety of S-G pivots tests.  This offset pivot is listed as 1. & 2.  Number 3, a traditional S-G,
has actually seen more tests (switched carbide flats) than shown, or listed; but they ranged from 2 hours 40 minutes up to 2 hours
55 minutes.  The ruby ball remained the same.
 
 
 
In reality, this pivot sure isn't a practical use pivot; unless there is a rapid mechanical way of referencing and insuring pivot placement for
what ever degree offset is "best?"....and even then, it might be too overall complicated for replication.
 
Of course the eddy current dampening mechanism would also have to be mechanically varible for the different angle and height
changes one might encounter.  I also can't see how "measuring the damping as a function of the amount of offset" could possibly
enter into the overall picture, or have any significant value....I would think it would remain the same...but then, I'am often wrong....
 
Take care, Meredith Lamb

 
On Thu, Aug 14, 2008 at 10:08 AM, Randall Peters <PETERS_RD@..........> wrote:
Meredith,
    I am glad that you discovered the absence of vertical sensitivity
in your system.  Otherwise I would have to revisit some foundational
physics!
About the offset pivot--perhaps you have discovered something
significant that nobody seems to have noticed.  Internal friction in the
rod holding the lower mass is bound to be of greater importance than
most people would expect.  Perhaps because of the bending stresses
associated with the offset pivot, there could be some 'locking-up' of
dislocations in the rod and thus a reduction in the damping that derives
from this contributor.   One would want to be sure that your improvement
is not simply due to the better properties of the ruby balls, compared
to what you were previously using?.  Ruby differs from pure aluminum
oxide crystals only in the nature of the color centers due to impurities
(chromium for ruby, titanium for sapphire; although usually the pure
material without substitutional impurities is also called simply
sapphire).
   Can you readily modify the system to measure the damping as a
function of the amount of offset?   It would be an interesting study
with potentially significant consequences to seismology.
   Randall

Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Fri, 15 Aug 2008 09:35:55 -0600 On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN wrote: > Meredith Lamb or any member using a Sprengnether 201 Long Period > unit: There is an scale on the front of mine with the indicator pointer > that is at the fourth line from the top, which is essentially at the top > stop, and will normally oscillate to the 6th line from the top. Is this > where it is supposed to be or should it be centered on the 20 unit scale > which after a year of off and on fiddling seems impossible? > James Allen > > > Hmmm....either its my computer malfunctioned or ?, but here I see my > response to Randall showing up below your message above??? > > James, It "sounds" like you need to give some more slack to the top wire (top rear rotating knurled nut) ...just to allow the frame/mass to come further down, which then allows the vertical seismometer boom/mass to get within the true center range of your boom range/pointer mechanism. It normally should be able to range over the entire pointer scale of course. My wild guess is that the previous owner/s had the same (which IS entirely solvable) problem also; but didn't do the necessary adjustment/s. Remove the coil and dampening coil wires before exploring the adjustment mechanisms. I don't know what you've done before; so, all I can do is text the below. At the rear top is a knurled round threaded wire adjustment which will raise/lower the wire (and which changes the period). Try rotating that slowly over whatever reaction range first....in conjunction with varying the front set screw, which you'll need to do probably constantly. Its entirely possible that even a slight partial rotation or more; will get you into a full range of its indicator pointer. Another potential "indicator/answer" could lie in your front single set screw adjustment setting. Try rotating that over a reasonable range and observe whether the boom/mass hits the stop at the top the majority of the time. If (the boom/pointer) hits the top stop limit and stays there the majority of the set screw range change; then that reaction would might re-affirm you need for more wire slack as above. Adjusting both the front set screw and the top back screw is critical for this "boom/mass balance/pointer range" or in short; just being able to see its oscillation movement range. The whole thing is kind of a crude weight balance with the spring acting as kind of a varying pivot force. IF.....you've done all this before (?), and it still tends to go to the upper range limit/stop....then you might actually have to unclamp the compression wire fitting and feed abit more wire down. Thats a really nasty job, as you'll be physically fighting the strong spring tension while trying to place the wire lower and also be ready to tighten the compression wire clamp. Its possible that the previous owner/s might have cut off the exposed wire coming out of the wire adjustment at the top/back (?), there should normally be some wire coming out there? If there isn't any wire....and you're at the limit of adjustments...you may have to rewire it to give more room/slack of course. We can get into that if necessary. I have a love-hate relationship with this coil/magnet vertical. I like its long mechanical period; but I hate its temperature sensitivity. All in all, its worth fussing with....theres no real mechanical alternative of course; outside of electronic extension of lesser period gizmo's. Most amateurs have no vertical whatsoever.... Take care, Meredith


On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN <jcallen1@...........> wrote:
Meredith Lamb or any member using a Sprengnether 201 Long Period unit:  There is an scale on the front of mine with the indicator pointer that is at the fourth line from the top, which is essentially at the top stop, and will normally oscillate to the 6th line from the top.  Is this where it is supposed to be or should it be centered on the 20 unit scale which after a year of off and on fiddling seems impossible?
James Allen  
 
Hmmm....either its my computer malfunctioned or ?, but here I see my response to Randall showing up below your message above???
James,
 
It "sounds" like you need to give some more slack to the top wire (top rear rotating knurled nut) ...just to allow the frame/mass to come
further down, which then allows the vertical seismometer boom/mass to get within the true center range of your
boom range/pointer mechanism.  It normally should be able to range over the entire pointer scale of course.  My wild guess is that the previous
owner/s had the same (which IS entirely solvable) problem also; but didn't do the necessary adjustment/s.
 
Remove the coil and dampening coil wires before exploring the adjustment mechanisms.  I don't know what you've done before; so, all
I can do is text the below.
 
At the rear top is a knurled round threaded wire adjustment which will raise/lower the wire (and which changes the period).  Try rotating that
slowly over whatever reaction range first....in conjunction with varying the front set screw, which you'll need to do probably constantly.  Its
entirely possible that even a slight partial rotation or more; will get you into a full range of its indicator pointer. 
 
Another potential "indicator/answer" could lie in your front single set screw adjustment setting.  Try rotating that over a reasonable range
and observe whether the boom/mass hits the stop at the top the majority of the time.  If (the boom/pointer) hits the top stop limit and stays there the
majority of the set screw range change; then that reaction would might re-affirm you need for more wire slack as above.
 
Adjusting both the front set screw and the top back screw is critical for this "boom/mass balance/pointer range" or in short; just being able to
see its oscillation movement range.  The whole thing is kind of a crude weight balance with the spring acting as kind of a varying pivot force.
 
IF.....you've done all this before (?), and it still tends to go to the upper range limit/stop....then you might actually have to unclamp the
compression wire fitting and feed abit more wire down.  Thats a really nasty job, as you'll be physically fighting the strong spring tension
while trying to place the wire lower and also be ready to tighten the compression wire clamp.  Its possible that the previous owner/s might
have cut off the exposed wire coming out of the wire adjustment at the top/back (?), there should normally be some wire coming out there?
If there isn't any wire....and you're at the limit of adjustments...you may have to rewire it to give more room/slack of course.  We can get
into that if necessary.
 
I have a love-hate relationship with this coil/magnet vertical.  I like its long mechanical period; but I hate its temperature sensitivity.  All in all, its
worth fussing with....theres no real mechanical alternative of course; outside of electronic extension of lesser period gizmo's.   Most
amateurs have no vertical whatsoever....
 
Take care, Meredith
 
 
 
 
 
         
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Fri, 15 Aug 2008 17:35:58 -0700 Thanks Meredith. I appreciate all the recommendations and tips for = adjusting what I think is a "beautiful piece of seismic equipment". = Your email has re-inspired me to really tackle this challenge. I will = let you know how it turns out. =20 Many thanks again for you wisdom and help. James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Friday, August 15, 2008 8:35 AM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN = wrote: Meredith Lamb or any member using a Sprengnether 201 Long Period = unit: There is an scale on the front of mine with the indicator pointer = that is at the fourth line from the top, which is essentially at the top = stop, and will normally oscillate to the 6th line from the top. Is this = where it is supposed to be or should it be centered on the 20 unit scale = which after a year of off and on fiddling seems impossible? James Allen =20 Hmmm....either its my computer malfunctioned or ?, but here I see = my response to Randall showing up below your message above??? James, It "sounds" like you need to give some more slack to the top wire (top = rear rotating knurled nut) ...just to allow the frame/mass to come further down, which then allows the vertical seismometer boom/mass to = get within the true center range of your boom range/pointer mechanism. It normally should be able to range = over the entire pointer scale of course. My wild guess is that the = previous owner/s had the same (which IS entirely solvable) problem also; but = didn't do the necessary adjustment/s. Remove the coil and dampening coil wires before exploring the = adjustment mechanisms. I don't know what you've done before; so, all I can do is text the below. At the rear top is a knurled round threaded wire adjustment which will = raise/lower the wire (and which changes the period). Try rotating that slowly over whatever reaction range first....in conjunction with = varying the front set screw, which you'll need to do probably = constantly. Its entirely possible that even a slight partial rotation or more; will = get you into a full range of its indicator pointer. =20 Another potential "indicator/answer" could lie in your front single = set screw adjustment setting. Try rotating that over a reasonable range and observe whether the boom/mass hits the stop at the top the = majority of the time. If (the boom/pointer) hits the top stop limit and = stays there the majority of the set screw range change; then that reaction would might = re-affirm you need for more wire slack as above. Adjusting both the front set screw and the top back screw is critical = for this "boom/mass balance/pointer range" or in short; just being able = to see its oscillation movement range. The whole thing is kind of a = crude weight balance with the spring acting as kind of a varying pivot = force. IF.....you've done all this before (?), and it still tends to go to = the upper range limit/stop....then you might actually have to unclamp = the compression wire fitting and feed abit more wire down. Thats a really = nasty job, as you'll be physically fighting the strong spring tension while trying to place the wire lower and also be ready to tighten the = compression wire clamp. Its possible that the previous owner/s might have cut off the exposed wire coming out of the wire adjustment at the = top/back (?), there should normally be some wire coming out there? If there isn't any wire....and you're at the limit of = adjustments...you may have to rewire it to give more room/slack of = course. We can get into that if necessary. I have a love-hate relationship with this coil/magnet vertical. I = like its long mechanical period; but I hate its temperature sensitivity. = All in all, its worth fussing with....theres no real mechanical alternative of course; = outside of electronic extension of lesser period gizmo's. Most=20 amateurs have no vertical whatsoever.... Take care, Meredith
Thanks Meredith.  I appreciate all = the=20 recommendations and tips for adjusting what I think is a "beautiful = piece of=20 seismic equipment".  Your email has re-inspired me to really tackle = this=20 challenge.  I will let you know how it turns out.  =
Many thanks again for you wisdom and=20 help.
James Allen
----- Original Message -----
From:=20 meredith lamb
Sent: Friday, August 15, 2008 = 8:35=20 AM
Subject: Re: SPRENGNETHER 201 = LONG PERIOD=20 VERTICAL SEISMOMETER



On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN = <jcallen1@...........> wrote:
Meredith Lamb or any member using a = Sprengnether 201 Long Period unit:  There is an scale on = the front=20 of mine with the indicator pointer that is at the fourth line = from the=20 top, which is essentially at the top stop, and will normally=20 oscillate to the 6th line from the top.  Is this where it = is=20 supposed to be or should it be centered on the 20 unit scale = which=20 after a year of off and on fiddling seems = impossible?
James = Allen  
 
Hmmm....either=20 its my computer malfunctioned or ?, but here I see my response to = Randall=20 showing up below your message = above???
James,
 
It "sounds" like you need to give some more slack to the top=20 wire (top rear rotating knurled nut) ...just to allow the = frame/mass to=20 come
further down, which then allows the vertical seismometer = boom/mass=20 to get within the true center range of your
boom range/pointer mechanism.  It normally should be able to = range=20 over the entire pointer scale of course.  My wild guess is that = the=20 previous
owner/s had the same (which IS entirely solvable) problem = also; but=20 didn't do the necessary adjustment/s.
 
Remove the coil and dampening coil wires before exploring the = adjustment=20 mechanisms.  I don't know what you've done before; so, all
I can do is text the below.
 
At the rear top is a knurled round threaded wire adjustment=20 which will raise/lower the wire (and which changes the = period).  Try=20 rotating that
slowly over whatever reaction range first....in = conjunction=20 with varying the front set screw, which you'll need to do probably=20 constantly.  Its
entirely possible that even a slight partial rotation or = more; will=20 get you into a full range of its indicator pointer. 
 
Another potential "indicator/answer" could lie in your front = single=20 set screw adjustment setting.  Try rotating that over a = reasonable=20 range
and observe whether the boom/mass hits the stop at the = top the=20 majority of the time.  If (the boom/pointer) hits the top = stop limit=20 and stays there the
majority of the set screw range change; then = that reaction=20 would might re-affirm you need for more wire slack as above.
 
Adjusting both the front set screw and the top back screw is = critical for this "boom/mass balance/pointer range" or in short; = just=20 being able to
see its oscillation movement range.  The whole thing is kind = of a=20 crude weight balance with the spring acting as kind of a varying pivot = force.
 
IF.....you've done all this before (?), and it still tends to go = to the=20 upper range limit/stop....then you might actually have to unclamp = the
compression wire fitting and feed abit more wire down.  = Thats a=20 really nasty job, as you'll be physically fighting the strong spring=20 tension
while trying to place the wire lower and also be ready to tighten = the=20 compression wire clamp.  Its possible that the previous owner/s=20 might
have cut off the exposed wire coming out of the wire adjustment = at the=20 top/back (?), there should normally be some wire coming out = there?
If there isn't any wire....and you're at the limit of = adjustments...you=20 may have to rewire it to give more room/slack of course.  We can=20 get
into that if necessary.
 
I have a love-hate relationship with this coil/magnet = vertical.  I=20 like its long mechanical period; but I hate its temperature = sensitivity. =20 All in all, its
worth fussing with....theres no real mechanical alternative of = course;=20 outside of electronic extension of lesser period gizmo's.   Most =
amateurs have no vertical whatsoever....
 
Take care, Meredith
 
 
 
 
 
         =20
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Sat, 16 Aug 2008 00:12:26 -0600 James, Wonderful attitude! One more thing...sometimes the adjustment nuts, collars etc., have a hex setscrew/s position lock/s somewhere thereon; look for them, and release, or tighten down as necessary also. Take care, Meredith On Fri, Aug 15, 2008 at 6:35 PM, JAMES ALLEN wrote: > Thanks Meredith. I appreciate all the recommendations and tips for > adjusting what I think is a "beautiful piece of seismic equipment". Your > email has re-inspired me to really tackle this challenge. I will let you > know how it turns out. > Many thanks again for you wisdom and help. > James Allen > > ----- Original Message ----- > *From:* meredith lamb > *To:* psn-l@.............. > *Sent:* Friday, August 15, 2008 8:35 AM > *Subject:* Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER > > > > On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN wrote: > >> Meredith Lamb or any member using a Sprengnether 201 Long Period >> unit: There is an scale on the front of mine with the indicator pointer >> that is at the fourth line from the top, which is essentially at the top >> stop, and will normally oscillate to the 6th line from the top. Is this >> where it is supposed to be or should it be centered on the 20 unit scale >> which after a year of off and on fiddling seems impossible? >> James Allen >> >> >> Hmmm....either its my computer malfunctioned or ?, but here I see my >> response to Randall showing up below your message above??? >> >> James, > > It "sounds" like you need to give some more slack to the top wire (top rear > rotating knurled nut) ...just to allow the frame/mass to come > further down, which then allows the vertical seismometer boom/mass to get > within the true center range of your > boom range/pointer mechanism. It normally should be able to range over the > entire pointer scale of course. My wild guess is that the previous > owner/s had the same (which IS entirely solvable) problem also; but didn't > do the necessary adjustment/s. > > Remove the coil and dampening coil wires before exploring the adjustment > mechanisms. I don't know what you've done before; so, all > I can do is text the below. > > At the rear top is a knurled round threaded wire adjustment which will > raise/lower the wire (and which changes the period). Try rotating that > slowly over whatever reaction range first....in conjunction with varying > the front set screw, which you'll need to do probably constantly. Its > entirely possible that even a slight partial rotation or more; will get you > into a full range of its indicator pointer. > > Another potential "indicator/answer" could lie in your front single set > screw adjustment setting. Try rotating that over a reasonable range > and observe whether the boom/mass hits the stop at the top the majority of > the time. If (the boom/pointer) hits the top stop limit and stays there the > majority of the set screw range change; then that reaction would might > re-affirm you need for more wire slack as above. > > Adjusting both the front set screw and the top back screw is critical for > this "boom/mass balance/pointer range" or in short; just being able to > see its oscillation movement range. The whole thing is kind of a crude > weight balance with the spring acting as kind of a varying pivot force. > > IF.....you've done all this before (?), and it still tends to go to the > upper range limit/stop....then you might actually have to unclamp the > compression wire fitting and feed abit more wire down. Thats a really > nasty job, as you'll be physically fighting the strong spring tension > while trying to place the wire lower and also be ready to tighten the > compression wire clamp. Its possible that the previous owner/s might > have cut off the exposed wire coming out of the wire adjustment at the > top/back (?), there should normally be some wire coming out there? > If there isn't any wire....and you're at the limit of adjustments...you may > have to rewire it to give more room/slack of course. We can get > into that if necessary. > > I have a love-hate relationship with this coil/magnet vertical. I like its > long mechanical period; but I hate its temperature sensitivity. All in all, > its > worth fussing with....theres no real mechanical alternative of course; > outside of electronic extension of lesser period gizmo's. Most > amateurs have no vertical whatsoever.... > > Take care, Meredith > > > > > > > >
James,
 
Wonderful attitude!  One more thing...sometimes the adjustment nuts, collars etc., have a hex setscrew/s position lock/s somewhere thereon; look for them, and
release, or tighten down as necessary also. 
 
Take care, Meredith

On Fri, Aug 15, 2008 at 6:35 PM, JAMES ALLEN <jcallen1@...........> wrote:
Thanks Meredith.  I appreciate all the recommendations and tips for adjusting what I think is a "beautiful piece of seismic equipment".  Your email has re-inspired me to really tackle this challenge.  I will let you know how it turns out. 
Many thanks again for you wisdom and help.
James Allen
----- Original Message -----
Sent: Friday, August 15, 2008 8:35 AM
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER



On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN <jcallen1@...........> wrote:
Meredith Lamb or any member using a Sprengnether 201 Long Period unit:  There is an scale on the front of mine with the indicator pointer that is at the fourth line from the top, which is essentially at the top stop, and will normally oscillate to the 6th line from the top.  Is this where it is supposed to be or should it be centered on the 20 unit scale which after a year of off and on fiddling seems impossible?
James Allen  
 
Hmmm....either its my computer malfunctioned or ?, but here I see my response to Randall showing up below your message above???
James,
 
It "sounds" like you need to give some more slack to the top wire (top rear rotating knurled nut) ...just to allow the frame/mass to come
further down, which then allows the vertical seismometer boom/mass to get within the true center range of your
boom range/pointer mechanism.  It normally should be able to range over the entire pointer scale of course.  My wild guess is that the previous
owner/s had the same (which IS entirely solvable) problem also; but didn't do the necessary adjustment/s.
 
Remove the coil and dampening coil wires before exploring the adjustment mechanisms.  I don't know what you've done before; so, all
I can do is text the below.
 
At the rear top is a knurled round threaded wire adjustment which will raise/lower the wire (and which changes the period).  Try rotating that
slowly over whatever reaction range first....in conjunction with varying the front set screw, which you'll need to do probably constantly.  Its
entirely possible that even a slight partial rotation or more; will get you into a full range of its indicator pointer. 
 
Another potential "indicator/answer" could lie in your front single set screw adjustment setting.  Try rotating that over a reasonable range
and observe whether the boom/mass hits the stop at the top the majority of the time.  If (the boom/pointer) hits the top stop limit and stays there the
majority of the set screw range change; then that reaction would might re-affirm you need for more wire slack as above.
 
Adjusting both the front set screw and the top back screw is critical for this "boom/mass balance/pointer range" or in short; just being able to
see its oscillation movement range.  The whole thing is kind of a crude weight balance with the spring acting as kind of a varying pivot force.
 
IF.....you've done all this before (?), and it still tends to go to the upper range limit/stop....then you might actually have to unclamp the
compression wire fitting and feed abit more wire down.  Thats a really nasty job, as you'll be physically fighting the strong spring tension
while trying to place the wire lower and also be ready to tighten the compression wire clamp.  Its possible that the previous owner/s might
have cut off the exposed wire coming out of the wire adjustment at the top/back (?), there should normally be some wire coming out there?
If there isn't any wire....and you're at the limit of adjustments...you may have to rewire it to give more room/slack of course.  We can get
into that if necessary.
 
I have a love-hate relationship with this coil/magnet vertical.  I like its long mechanical period; but I hate its temperature sensitivity.  All in all, its
worth fussing with....theres no real mechanical alternative of course; outside of electronic extension of lesser period gizmo's.   Most
amateurs have no vertical whatsoever....
 
Take care, Meredith
 
 
 
 
 
         

Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Sat, 16 Aug 2008 09:36:01 -0700 Thanks for the additional information James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Friday, August 15, 2008 11:12 PM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER James, Wonderful attitude! One more thing...sometimes the adjustment nuts, = collars etc., have a hex setscrew/s position lock/s somewhere thereon; = look for them, and release, or tighten down as necessary also. =20 Take care, Meredith On Fri, Aug 15, 2008 at 6:35 PM, JAMES ALLEN = wrote: Thanks Meredith. I appreciate all the recommendations and tips for = adjusting what I think is a "beautiful piece of seismic equipment". = Your email has re-inspired me to really tackle this challenge. I will = let you know how it turns out. =20 Many thanks again for you wisdom and help. James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Friday, August 15, 2008 8:35 AM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN = wrote: Meredith Lamb or any member using a Sprengnether 201 Long Period = unit: There is an scale on the front of mine with the indicator pointer = that is at the fourth line from the top, which is essentially at the top = stop, and will normally oscillate to the 6th line from the top. Is this = where it is supposed to be or should it be centered on the 20 unit scale = which after a year of off and on fiddling seems impossible? James Allen =20 Hmmm....either its my computer malfunctioned or ?, but here I = see my response to Randall showing up below your message above??? James, It "sounds" like you need to give some more slack to the top wire = (top rear rotating knurled nut) ...just to allow the frame/mass to come further down, which then allows the vertical seismometer boom/mass = to get within the true center range of your boom range/pointer mechanism. It normally should be able to range = over the entire pointer scale of course. My wild guess is that the = previous owner/s had the same (which IS entirely solvable) problem also; = but didn't do the necessary adjustment/s. Remove the coil and dampening coil wires before exploring the = adjustment mechanisms. I don't know what you've done before; so, all I can do is text the below. At the rear top is a knurled round threaded wire adjustment which = will raise/lower the wire (and which changes the period). Try rotating = that slowly over whatever reaction range first....in conjunction with = varying the front set screw, which you'll need to do probably = constantly. Its entirely possible that even a slight partial rotation or more; = will get you into a full range of its indicator pointer. =20 Another potential "indicator/answer" could lie in your front = single set screw adjustment setting. Try rotating that over a = reasonable range and observe whether the boom/mass hits the stop at the top the = majority of the time. If (the boom/pointer) hits the top stop limit and = stays there the majority of the set screw range change; then that reaction would = might re-affirm you need for more wire slack as above. Adjusting both the front set screw and the top back screw is = critical for this "boom/mass balance/pointer range" or in short; just = being able to see its oscillation movement range. The whole thing is kind of a = crude weight balance with the spring acting as kind of a varying pivot = force. IF.....you've done all this before (?), and it still tends to go = to the upper range limit/stop....then you might actually have to unclamp = the compression wire fitting and feed abit more wire down. Thats a = really nasty job, as you'll be physically fighting the strong spring = tension while trying to place the wire lower and also be ready to tighten = the compression wire clamp. Its possible that the previous owner/s = might have cut off the exposed wire coming out of the wire adjustment at = the top/back (?), there should normally be some wire coming out there? If there isn't any wire....and you're at the limit of = adjustments...you may have to rewire it to give more room/slack of = course. We can get into that if necessary. I have a love-hate relationship with this coil/magnet vertical. I = like its long mechanical period; but I hate its temperature sensitivity. = All in all, its worth fussing with....theres no real mechanical alternative of = course; outside of electronic extension of lesser period gizmo's. Most = amateurs have no vertical whatsoever.... Take care, Meredith =20
Thanks for the additional = information
James Allen
----- Original Message -----
From:=20 meredith lamb
Sent: Friday, August 15, 2008 = 11:12=20 PM
Subject: Re: SPRENGNETHER 201 = LONG PERIOD=20 VERTICAL SEISMOMETER

James,
 
Wonderful attitude!  One more thing...sometimes the = adjustment=20 nuts, collars etc., have a hex setscrew/s position lock/s somewhere = thereon;=20 look for them, and
release, or tighten down as necessary also.  =
 
Take care, Meredith

On Fri, Aug 15, 2008 at 6:35 PM, JAMES ALLEN = <jcallen1@...........> = wrote:
Thanks Meredith.  I appreciate = all the=20 recommendations and tips for adjusting what I think is a "beautiful = piece of=20 seismic equipment".  Your email has re-inspired me to really = tackle=20 this challenge.  I will let you know how it turns out. =20
Many thanks again for you wisdom = and=20 help.
James Allen
----- Original Message ----- =
From: = meredith lamb
Sent: Friday, August 15, = 2008 8:35=20 AM
Subject: Re: SPRENGNETHER = 201 LONG=20 PERIOD VERTICAL SEISMOMETER



On Thu, Aug 14, 2008 at 9:34 PM, JAMES = ALLEN <jcallen1@...........> wrote:
Meredith Lamb or any member = using a=20 Sprengnether 201 Long Period unit:  There is an scale = on the=20 front of mine with the indicator pointer that is at = the fourth line=20 from the top, which is essentially at the top stop, and will = normally=20 oscillate to the 6th line from the top.  Is this where = it is=20 supposed to be or should it be centered on the 20 unit = scale which=20 after a year of off and on fiddling seems = impossible?
James = Allen  
 
Hmmm....either=20 its my computer malfunctioned or ?, but here I see my response = to=20 Randall showing up below your message=20 above???
James,
 
It "sounds" like you need to give some more slack to the top=20 wire (top rear rotating knurled nut) ...just to allow the = frame/mass=20 to come
further down, which then allows the vertical seismometer = boom/mass to get within the true center range of = your
boom range/pointer mechanism.  It normally should be = able to=20 range over the entire pointer scale of course.  My wild guess = is that=20 the previous
owner/s had the same (which IS entirely solvable) = problem also;=20 but didn't do the necessary adjustment/s.
 
Remove the coil and dampening coil wires before exploring the = adjustment mechanisms.  I don't know what you've done before; = so,=20 all
I can do is text the below.
 
At the rear top is a knurled round threaded wire adjustment=20 which will raise/lower the wire (and which changes the = period). =20 Try rotating that
slowly over whatever reaction range first....in = conjunction=20 with varying the front set screw, which you'll need to do probably = constantly.  Its
entirely possible that even a slight partial rotation or = more;=20 will get you into a full range of its indicator pointer.  =
 
Another potential "indicator/answer" could lie in your = front=20 single set screw adjustment setting.  Try rotating that = over a=20 reasonable range
and observe whether the boom/mass hits the stop at = the top=20 the majority of the time.  If (the boom/pointer) hits = the top=20 stop limit and stays there the
majority of the set screw range change; then = that reaction=20 would might re-affirm you need for more wire slack as above.
 
Adjusting both the front set screw and the top back = screw is=20 critical for this "boom/mass balance/pointer range" or in = short; just=20 being able to
see its oscillation movement range.  The whole thing is = kind of=20 a crude weight balance with the spring acting as kind of a varying = pivot=20 force.
 
IF.....you've done all this before (?), and it still tends to = go to=20 the upper range limit/stop....then you might actually have to = unclamp=20 the
compression wire fitting and feed abit more wire down.  = Thats a=20 really nasty job, as you'll be physically fighting the strong = spring=20 tension
while trying to place the wire lower and also be ready to = tighten the=20 compression wire clamp.  Its possible that the previous = owner/s=20 might
have cut off the exposed wire coming out of the wire = adjustment at=20 the top/back (?), there should normally be some wire coming out=20 there?
If there isn't any wire....and you're at the limit of=20 adjustments...you may have to rewire it to give more room/slack of = course.  We can get
into that if necessary.
 
I have a love-hate relationship with this coil/magnet = vertical. =20 I like its long mechanical period; but I hate its temperature=20 sensitivity.  All in all, its
worth fussing with....theres no real mechanical alternative = of=20 course; outside of electronic extension of lesser period gizmo's. =  =20 Most
amateurs have no vertical whatsoever....
 
Take care, Meredith
 
 
 
 
 
         =20 =

<= /DIV>
Subject: RE: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "Gary Lindgren" gel@................. Date: Sat, 16 Aug 2008 10:50:01 -0700 James, Are there any pictures of your Prengnether 201. Gary From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of JAMES ALLEN Sent: Saturday, August 16, 2008 9:36 AM To: psn-l@.............. Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER Thanks for the additional information James Allen ----- Original Message ----- From: meredith lamb To: psn-l@.............. Sent: Friday, August 15, 2008 11:12 PM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER James, Wonderful attitude! One more thing...sometimes the adjustment nuts, collars etc., have a hex setscrew/s position lock/s somewhere thereon; look for them, and release, or tighten down as necessary also. Take care, Meredith On Fri, Aug 15, 2008 at 6:35 PM, JAMES ALLEN wrote: Thanks Meredith. I appreciate all the recommendations and tips for adjusting what I think is a "beautiful piece of seismic equipment". Your email has re-inspired me to really tackle this challenge. I will let you know how it turns out. Many thanks again for you wisdom and help. James Allen ----- Original Message ----- From: meredith lamb To: psn-l@.............. Sent: Friday, August 15, 2008 8:35 AM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN wrote: Meredith Lamb or any member using a Sprengnether 201 Long Period unit: There is an scale on the front of mine with the indicator pointer that is at the fourth line from the top, which is essentially at the top stop, and will normally oscillate to the 6th line from the top. Is this where it is supposed to be or should it be centered on the 20 unit scale which after a year of off and on fiddling seems impossible? James Allen Hmmm....either its my computer malfunctioned or ?, but here I see my response to Randall showing up below your message above??? James, It "sounds" like you need to give some more slack to the top wire (top rear rotating knurled nut) ...just to allow the frame/mass to come further down, which then allows the vertical seismometer boom/mass to get within the true center range of your boom range/pointer mechanism. It normally should be able to range over the entire pointer scale of course. My wild guess is that the previous owner/s had the same (which IS entirely solvable) problem also; but didn't do the necessary adjustment/s. Remove the coil and dampening coil wires before exploring the adjustment mechanisms. I don't know what you've done before; so, all I can do is text the below. At the rear top is a knurled round threaded wire adjustment which will raise/lower the wire (and which changes the period). Try rotating that slowly over whatever reaction range first....in conjunction with varying the front set screw, which you'll need to do probably constantly. Its entirely possible that even a slight partial rotation or more; will get you into a full range of its indicator pointer. Another potential "indicator/answer" could lie in your front single set screw adjustment setting. Try rotating that over a reasonable range and observe whether the boom/mass hits the stop at the top the majority of the time. If (the boom/pointer) hits the top stop limit and stays there the majority of the set screw range change; then that reaction would might re-affirm you need for more wire slack as above. Adjusting both the front set screw and the top back screw is critical for this "boom/mass balance/pointer range" or in short; just being able to see its oscillation movement range. The whole thing is kind of a crude weight balance with the spring acting as kind of a varying pivot force. IF.....you've done all this before (?), and it still tends to go to the upper range limit/stop....then you might actually have to unclamp the compression wire fitting and feed abit more wire down. Thats a really nasty job, as you'll be physically fighting the strong spring tension while trying to place the wire lower and also be ready to tighten the compression wire clamp. Its possible that the previous owner/s might have cut off the exposed wire coming out of the wire adjustment at the top/back (?), there should normally be some wire coming out there? If there isn't any wire....and you're at the limit of adjustments...you may have to rewire it to give more room/slack of course. We can get into that if necessary. I have a love-hate relationship with this coil/magnet vertical. I like its long mechanical period; but I hate its temperature sensitivity. All in all, its worth fussing with....theres no real mechanical alternative of course; outside of electronic extension of lesser period gizmo's. Most amateurs have no vertical whatsoever.... Take care, Meredith

James,

Are there any pictures of your Prengnether = 201.

Gary

 

 

 

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of JAMES ALLEN
Sent: Saturday, August 16, 2008 9:36 AM
To: psn-l@..............
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL = SEISMOMETER

 

Thanks for the additional information

James Allen

----- Original Message -----

From: meredith lamb =

Sent:<= /b> Friday, = August 15, 2008 11:12 PM

Subject: Re: = SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER

 

James,

 

Wonderful attitude!  One more = thing...sometimes the adjustment nuts, collars etc., have a hex setscrew/s position lock/s somewhere thereon; look for them, and

release, or tighten down as = necessary also. 

 

Take care, = Meredith

On Fri, Aug 15, 2008 at 6:35 PM, JAMES ALLEN <jcallen1@...........> = wrote:

Thanks Meredith.  I appreciate all the recommendations and tips for = adjusting what I think is a "beautiful piece of seismic = equipment".  Your email has re-inspired me to really tackle this challenge.  I will = let you know how it turns out. 

Many thanks again for you wisdom and help.

James Allen

----- Original Message -----

From: meredith lamb =

Sent:<= /b> Friday, = August 15, 2008 8:35 AM

Subject: Re: = SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER

 

 

On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN <jcallen1@...........> wrote:

Meredith Lamb or any member using a Sprengnether 201 Long Period = unit:  There is an scale on the front of mine with the indicator pointer that is at the fourth line from the top, which is essentially at the top stop, = and will normally oscillate to the 6th line from the top.  Is this = where it is supposed to be or should it be centered on the 20 unit scale = which after a year of off and on fiddling seems = impossible?

James Allen  

 

Hmmm....either its my computer malfunctioned or ?, = but here I see my response to Randall showing up below your message = above???

James,

 

It "sounds" like you need to give some = more slack to the top wire (top rear rotating knurled nut) ...just to allow = the frame/mass to come

further down, which then allows the vertical seismometer boom/mass to get within the true center range of = your

boom range/pointer mechanism.  It normally = should be able to range over the entire pointer scale of course.  My wild = guess is that the previous

owner/s had the same (which IS entirely = solvable) problem also; but didn't do the necessary adjustment/s.

 

Remove the coil and dampening coil wires before = exploring the adjustment mechanisms.  I don't know what you've done before; = so, all

I can do is text the below.

 

At the rear top is a knurled round threaded wire = adjustment which will raise/lower the wire (and which changes the = period).  Try rotating that

slowly over whatever reaction range = first....in conjunction with varying the front set screw, which you'll need to do = probably constantly.  Its

entirely possible that even a slight partial rotation or more; will get you into a full range of its indicator pointer. 

 

Another potential "indicator/answer" = could lie in your front single set screw adjustment setting.  Try rotating that over a reasonable range

and observe whether the boom/mass hits = the stop at the top the majority of the time.  If (the boom/pointer) hits = the top stop limit and stays there the

majority of the set screw range change; then that reaction would might re-affirm you need for more wire slack as = above.

 

Adjusting both the front set screw and the top = back screw is critical for this "boom/mass balance/pointer = range" or in short; just being able to

see its oscillation movement range.  The whole = thing is kind of a crude weight balance with the spring acting as kind of a = varying pivot force.

 

IF.....you've done all this before (?), and it = still tends to go to the upper range limit/stop....then you might actually have to = unclamp the

compression wire fitting and feed abit more wire = down.  Thats a really nasty job, as you'll be physically fighting the strong = spring tension

while trying to place the wire lower and also be = ready to tighten the compression wire clamp.  Its possible that the previous owner/s might

have cut off the exposed wire coming out of the = wire adjustment at the top/back (?), there should normally be some wire = coming out there?

If there isn't any wire....and you're at the limit = of adjustments...you may have to rewire it to give more room/slack of course.  We can get

into that if necessary.

 

I have a love-hate relationship with this = coil/magnet vertical.  I like its long mechanical period; but I hate its = temperature sensitivity.  All in all, its

worth fussing with....theres no real mechanical = alternative of course; outside of electronic extension of lesser period gizmo's. =   Most

amateurs have no vertical = whatsoever....

 

Take care, Meredith

 

 

 

 

 

          =

 

Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Sat, 16 Aug 2008 13:06:28 -0700 Gary I don't have a picture of my Sprengnether Vertical Long period = seismometer but it is the same one that Meredith Lamb has on his web = page: http://www.geocities.com/meredithlamb/page028.html Meredith has an incredible collection of these including the = Sprengnether horizonal long period which I also have and is currently = using. =20 James Allen ----- Original Message -----=20 From: Gary Lindgren=20 To: psn-l@................. Sent: Saturday, August 16, 2008 10:50 AM Subject: RE: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER James, Are there any pictures of your Prengnether 201. Gary =20 =20 =20 =20 From: psn-l-request@.............. = [mailto:psn-l-request@............... On Behalf Of JAMES ALLEN Sent: Saturday, August 16, 2008 9:36 AM To: psn-l@.............. Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER =20 Thanks for the additional information James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Friday, August 15, 2008 11:12 PM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER =20 James, =20 Wonderful attitude! One more thing...sometimes the adjustment nuts, = collars etc., have a hex setscrew/s position lock/s somewhere thereon; = look for them, and release, or tighten down as necessary also. =20 =20 Take care, Meredith On Fri, Aug 15, 2008 at 6:35 PM, JAMES ALLEN = wrote: Thanks Meredith. I appreciate all the recommendations and tips for = adjusting what I think is a "beautiful piece of seismic equipment". = Your email has re-inspired me to really tackle this challenge. I will = let you know how it turns out. =20 Many thanks again for you wisdom and help. James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Friday, August 15, 2008 8:35 AM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER =20 =20 On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN = wrote: Meredith Lamb or any member using a Sprengnether 201 Long Period = unit: There is an scale on the front of mine with the indicator pointer = that is at the fourth line from the top, which is essentially at the top = stop, and will normally oscillate to the 6th line from the top. Is this = where it is supposed to be or should it be centered on the 20 unit scale = which after a year of off and on fiddling seems impossible? James Allen =20 =20 Hmmm....either its my computer malfunctioned or ?, but here I = see my response to Randall showing up below your message above??? James, =20 It "sounds" like you need to give some more slack to the top wire = (top rear rotating knurled nut) ...just to allow the frame/mass to come further down, which then allows the vertical seismometer boom/mass = to get within the true center range of your boom range/pointer mechanism. It normally should be able to range = over the entire pointer scale of course. My wild guess is that the = previous owner/s had the same (which IS entirely solvable) problem also; = but didn't do the necessary adjustment/s. =20 Remove the coil and dampening coil wires before exploring the = adjustment mechanisms. I don't know what you've done before; so, all I can do is text the below. =20 At the rear top is a knurled round threaded wire adjustment which = will raise/lower the wire (and which changes the period). Try rotating = that slowly over whatever reaction range first....in conjunction with = varying the front set screw, which you'll need to do probably = constantly. Its entirely possible that even a slight partial rotation or more; = will get you into a full range of its indicator pointer. =20 =20 Another potential "indicator/answer" could lie in your front = single set screw adjustment setting. Try rotating that over a = reasonable range and observe whether the boom/mass hits the stop at the top the = majority of the time. If (the boom/pointer) hits the top stop limit and = stays there the majority of the set screw range change; then that reaction would = might re-affirm you need for more wire slack as above. =20 Adjusting both the front set screw and the top back screw is = critical for this "boom/mass balance/pointer range" or in short; just = being able to see its oscillation movement range. The whole thing is kind of a = crude weight balance with the spring acting as kind of a varying pivot = force. =20 IF.....you've done all this before (?), and it still tends to go = to the upper range limit/stop....then you might actually have to unclamp = the compression wire fitting and feed abit more wire down. Thats a = really nasty job, as you'll be physically fighting the strong spring = tension while trying to place the wire lower and also be ready to tighten = the compression wire clamp. Its possible that the previous owner/s = might have cut off the exposed wire coming out of the wire adjustment at = the top/back (?), there should normally be some wire coming out there? If there isn't any wire....and you're at the limit of = adjustments...you may have to rewire it to give more room/slack of = course. We can get into that if necessary. =20 I have a love-hate relationship with this coil/magnet vertical. I = like its long mechanical period; but I hate its temperature sensitivity. = All in all, its worth fussing with....theres no real mechanical alternative of = course; outside of electronic extension of lesser period gizmo's. Most = amateurs have no vertical whatsoever.... =20 Take care, Meredith =20 =20 =20 =20 =20 =20 =20
Gary
I don't have a picture of my = Sprengnether Vertical=20 Long period seismometer but it is the same one that Meredith Lamb has on = his web=20 page:  http://www.ge= ocities.com/meredithlamb/page028.html
Meredith has an incredible collection = of these=20 including the Sprengnether horizonal long period which I also have and = is=20 currently using. 
James Allen
----- Original Message -----
From:=20 Gary=20 Lindgren
Sent: Saturday, August 16, 2008 = 10:50=20 AM
Subject: RE: SPRENGNETHER 201 = LONG PERIOD=20 VERTICAL SEISMOMETER

James,

Are=20 there any pictures of your Prengnether 201.

Gary

 

 

 

 

From: psn-l-request@............... =20 [mailto:psn-l-request@............... On Behalf Of JAMES=20 ALLEN
Sent: Saturday, August 16, 2008 9:36 AM
To: = psn-l@..............
Subje= ct:=20 Re: SPRENGNETHER 201 LONG PERIOD VERTICAL=20 SEISMOMETER

 

Thanks = for the=20 additional information

James=20 Allen

----- = Original=20 Message -----

From: meredith=20 lamb

To: psn-l@..............=20

Sent: = Friday, August=20 15, 2008 11:12 PM

Subject: Re: = SPRENGNETHER=20 201 LONG PERIOD VERTICAL SEISMOMETER

 

James,

 

Wonderful attitude!  One more = thing...sometimes=20 the adjustment nuts, collars etc., have a hex setscrew/s position = lock/s=20 somewhere thereon; look for them, and

release, or tighten down as=20 necessary also. 

 

Take care,=20 Meredith

On Fri, Aug 15, 2008 at 6:35 PM, JAMES ALLEN = <jcallen1@...........>=20 wrote:

Thanks=20 Meredith.  I appreciate all the recommendations and tips for = adjusting=20 what I think is a "beautiful piece of seismic equipment".  Your = email=20 has re-inspired me to really tackle this challenge.  I will let = you=20 know how it turns out. 

Many = thanks again=20 for you wisdom and help.

James=20 Allen

----- = Original=20 Message -----

From: meredith lamb

To: psn-l@.............. =

Sent: = Friday, August=20 15, 2008 8:35 AM

Subject: Re:=20 SPRENGNETHER 201 LONG PERIOD VERTICAL=20 SEISMOMETER

 

 

On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN = <jcallen1@...........> wrote:

Meredith Lamb=20 or any member using a Sprengnether 201 Long Period = unit:  There=20 is an scale on the front of mine with the indicator pointer that = is at=20 the fourth line from the top, which is essentially at the top = stop,=20 and will normally oscillate to the 6th line from the = top.  Is=20 this where it is supposed to be or should it be centered on = the 20=20 unit scale which after a year of off and on fiddling seems=20 impossible?

James = Allen  

 

Hmmm....either its my computer = malfunctioned or ?,=20 but here I see my response to Randall showing up below your = message=20 above???

James,

 

It "sounds" like you need to give some more = slack to=20 the top wire (top rear rotating knurled nut) ...just to allow = the=20 frame/mass to come

further down, which then allows the = vertical=20 seismometer boom/mass to get within the true center = range of=20 your

boom range/pointer mechanism.  It = normally should=20 be able to range over the entire pointer scale of course.  My = wild=20 guess is that the previous

owner/s had the same (which IS entirely = solvable)=20 problem also; but didn't do the necessary=20 adjustment/s.

 

Remove the coil and dampening coil wires = before=20 exploring the adjustment mechanisms.  I don't know what = you've done=20 before; so, all

I can do is text the = below.

 

At the rear top is a knurled round threaded = wire=20 adjustment which will raise/lower the wire (and which changes = the=20 period).  Try rotating that

slowly over whatever reaction range = first....in conjunction with varying the front set screw, which = you'll=20 need to do probably constantly.  Its

entirely possible that even a slight partial=20 rotation or more; will get you into a full range of its = indicator=20 pointer. 

 

Another potential "indicator/answer" could = lie=20 in your front single set screw adjustment setting.  Try=20 rotating that over a reasonable range

and observe whether the = boom/mass hits the=20 stop at the top the majority of the time.  If (the=20 boom/pointer) hits the top stop limit and stays there=20 the

majority of the set screw range = change; then=20 that reaction would might re-affirm you need for more wire = slack as=20 above.

 

Adjusting both the front set screw and = the top=20 back screw is critical for this "boom/mass balance/pointer = range" or=20 in short; just being able to

see its oscillation movement range.  The = whole=20 thing is kind of a crude weight balance with the spring acting as = kind of=20 a varying pivot force.

 

IF.....you've done all this before (?), and = it still=20 tends to go to the upper range limit/stop....then you might = actually have=20 to unclamp the

compression wire fitting and feed abit more = wire=20 down.  Thats a really nasty job, as you'll be physically = fighting the=20 strong spring tension

while trying to place the wire lower and also = be ready=20 to tighten the compression wire clamp.  Its possible that the = previous owner/s might

have cut off the exposed wire coming out of = the wire=20 adjustment at the top/back (?), there should normally be some wire = coming=20 out there?

If there isn't any wire....and you're at the = limit of=20 adjustments...you may have to rewire it to give more room/slack of = course.  We can get

into that if necessary.

 

I have a love-hate relationship with this = coil/magnet=20 vertical.  I like its long mechanical period; but I hate its=20 temperature sensitivity.  All in all, = its

worth fussing with....theres no real = mechanical=20 alternative of course; outside of electronic extension of lesser = period=20 gizmo's.   Most

amateurs have no vertical=20 whatsoever....

 

Take care, Meredith

 

 

 

 

 

          = =

 

Subject: RE: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "Gary Lindgren" gel@................. Date: Sat, 16 Aug 2008 18:28:03 -0700 James, That looks like quite a sensor. What is the period length you can achieve. Gary From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of JAMES ALLEN Sent: Saturday, August 16, 2008 1:06 PM To: psn-l@.............. Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER Gary I don't have a picture of my Sprengnether Vertical Long period seismometer but it is the same one that Meredith Lamb has on his web page: http://www.geocities.com/meredithlamb/page028.html Meredith has an incredible collection of these including the Sprengnether horizonal long period which I also have and is currently using. James Allen ----- Original Message ----- From: Gary Lindgren To: psn-l@.............. Sent: Saturday, August 16, 2008 10:50 AM Subject: RE: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER James, Are there any pictures of your Prengnether 201. Gary From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of JAMES ALLEN Sent: Saturday, August 16, 2008 9:36 AM To: psn-l@.............. Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER Thanks for the additional information James Allen ----- Original Message ----- From: meredith lamb To: psn-l@.............. Sent: Friday, August 15, 2008 11:12 PM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER James, Wonderful attitude! One more thing...sometimes the adjustment nuts, collars etc., have a hex setscrew/s position lock/s somewhere thereon; look for them, and release, or tighten down as necessary also. Take care, Meredith On Fri, Aug 15, 2008 at 6:35 PM, JAMES ALLEN wrote: Thanks Meredith. I appreciate all the recommendations and tips for adjusting what I think is a "beautiful piece of seismic equipment". Your email has re-inspired me to really tackle this challenge. I will let you know how it turns out. Many thanks again for you wisdom and help. James Allen ----- Original Message ----- From: meredith lamb To: psn-l@.............. Sent: Friday, August 15, 2008 8:35 AM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN wrote: Meredith Lamb or any member using a Sprengnether 201 Long Period unit: There is an scale on the front of mine with the indicator pointer that is at the fourth line from the top, which is essentially at the top stop, and will normally oscillate to the 6th line from the top. Is this where it is supposed to be or should it be centered on the 20 unit scale which after a year of off and on fiddling seems impossible? James Allen Hmmm....either its my computer malfunctioned or ?, but here I see my response to Randall showing up below your message above??? James, It "sounds" like you need to give some more slack to the top wire (top rear rotating knurled nut) ...just to allow the frame/mass to come further down, which then allows the vertical seismometer boom/mass to get within the true center range of your boom range/pointer mechanism. It normally should be able to range over the entire pointer scale of course. My wild guess is that the previous owner/s had the same (which IS entirely solvable) problem also; but didn't do the necessary adjustment/s. Remove the coil and dampening coil wires before exploring the adjustment mechanisms. I don't know what you've done before; so, all I can do is text the below. At the rear top is a knurled round threaded wire adjustment which will raise/lower the wire (and which changes the period). Try rotating that slowly over whatever reaction range first....in conjunction with varying the front set screw, which you'll need to do probably constantly. Its entirely possible that even a slight partial rotation or more; will get you into a full range of its indicator pointer. Another potential "indicator/answer" could lie in your front single set screw adjustment setting. Try rotating that over a reasonable range and observe whether the boom/mass hits the stop at the top the majority of the time. If (the boom/pointer) hits the top stop limit and stays there the majority of the set screw range change; then that reaction would might re-affirm you need for more wire slack as above. Adjusting both the front set screw and the top back screw is critical for this "boom/mass balance/pointer range" or in short; just being able to see its oscillation movement range. The whole thing is kind of a crude weight balance with the spring acting as kind of a varying pivot force. IF.....you've done all this before (?), and it still tends to go to the upper range limit/stop....then you might actually have to unclamp the compression wire fitting and feed abit more wire down. Thats a really nasty job, as you'll be physically fighting the strong spring tension while trying to place the wire lower and also be ready to tighten the compression wire clamp. Its possible that the previous owner/s might have cut off the exposed wire coming out of the wire adjustment at the top/back (?), there should normally be some wire coming out there? If there isn't any wire....and you're at the limit of adjustments...you may have to rewire it to give more room/slack of course. We can get into that if necessary. I have a love-hate relationship with this coil/magnet vertical. I like its long mechanical period; but I hate its temperature sensitivity. All in all, its worth fussing with....theres no real mechanical alternative of course; outside of electronic extension of lesser period gizmo's. Most amateurs have no vertical whatsoever.... Take care, Meredith

James,

That looks like quite a sensor. What is the period length = you can achieve.

Gary

 

 

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of JAMES ALLEN
Sent: Saturday, August 16, 2008 1:06 PM
To: psn-l@..............
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL = SEISMOMETER

 

Gary

I don't have a picture of my Sprengnether Vertical Long period seismometer = but it is the same one that Meredith Lamb has on his web page:  http://www.ge= ocities.com/meredithlamb/page028.html

Meredith has an incredible collection of these including the Sprengnether = horizonal long period which I also have and is currently using.  =

James Allen

----- Original Message -----

Sent:<= /b> Saturday, = August 16, 2008 10:50 AM

Subject: RE: = SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER

 

James,

Are there any pictures of your Prengnether = 201.

Gary

 

 

 

 

From:= psn-l-request@............... [mailto:psn-l-request@............... On Behalf Of JAMES = ALLEN
Sent: Saturday, August 16, 2008 9:36 AM
To: psn-l@..............
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL = SEISMOMETER

 

Thanks for the additional information

James Allen

----- Original Message -----

From: meredith lamb =

Sent:<= /b> Friday, = August 15, 2008 11:12 PM

Subject: Re: = SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER

 

James,

 

Wonderful attitude!  One more = thing...sometimes the adjustment nuts, collars etc., have a hex setscrew/s position lock/s somewhere thereon; look for them, and

release, or tighten down as = necessary also. 

 

Take care, = Meredith

On Fri, Aug 15, 2008 at 6:35 PM, JAMES ALLEN <jcallen1@...........> = wrote:

Thanks Meredith.  I appreciate all the recommendations and tips for = adjusting what I think is a "beautiful piece of seismic = equipment".  Your email has re-inspired me to really tackle this challenge.  I will = let you know how it turns out. 

Many thanks again for you wisdom and help.

James Allen

----- Original Message -----

From: meredith lamb =

Sent:<= /b> Friday, = August 15, 2008 8:35 AM

Subject: Re: = SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER

 

 

On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN <jcallen1@...........> wrote:

Meredith Lamb or any member using a Sprengnether 201 Long Period = unit:  There is an scale on the front of mine with the indicator pointer that is at the fourth line from the top, which is essentially at the top stop, = and will normally oscillate to the 6th line from the top.  Is this = where it is supposed to be or should it be centered on the 20 unit scale = which after a year of off and on fiddling seems = impossible?

James Allen  

 

Hmmm....either its my computer malfunctioned or ?, = but here I see my response to Randall showing up below your message = above???

James,

 

It "sounds" like you need to give some = more slack to the top wire (top rear rotating knurled nut) ...just to allow = the frame/mass to come

further down, which then allows the vertical seismometer boom/mass to get within the true center range of = your

boom range/pointer mechanism.  It normally = should be able to range over the entire pointer scale of course.  My wild = guess is that the previous

owner/s had the same (which IS entirely = solvable) problem also; but didn't do the necessary adjustment/s.

 

Remove the coil and dampening coil wires before = exploring the adjustment mechanisms.  I don't know what you've done before; = so, all

I can do is text the below.

 

At the rear top is a knurled round threaded wire = adjustment which will raise/lower the wire (and which changes the = period).  Try rotating that

slowly over whatever reaction range = first....in conjunction with varying the front set screw, which you'll need to do = probably constantly.  Its

entirely possible that even a slight partial rotation or more; will get you into a full range of its indicator pointer. 

 

Another potential "indicator/answer" = could lie in your front single set screw adjustment setting.  Try rotating that over a reasonable range

and observe whether the boom/mass hits = the stop at the top the majority of the time.  If (the boom/pointer) hits = the top stop limit and stays there the

majority of the set screw range change; then that reaction would might re-affirm you need for more wire slack as = above.

 

Adjusting both the front set screw and the top = back screw is critical for this "boom/mass balance/pointer = range" or in short; just being able to

see its oscillation movement range.  The whole = thing is kind of a crude weight balance with the spring acting as kind of a = varying pivot force.

 

IF.....you've done all this before (?), and it = still tends to go to the upper range limit/stop....then you might actually have to = unclamp the

compression wire fitting and feed abit more wire = down.  Thats a really nasty job, as you'll be physically fighting the strong = spring tension

while trying to place the wire lower and also be = ready to tighten the compression wire clamp.  Its possible that the previous owner/s might

have cut off the exposed wire coming out of the = wire adjustment at the top/back (?), there should normally be some wire = coming out there?

If there isn't any wire....and you're at the limit = of adjustments...you may have to rewire it to give more room/slack of course.  We can get

into that if necessary.

 

I have a love-hate relationship with this = coil/magnet vertical.  I like its long mechanical period; but I hate its = temperature sensitivity.  All in all, its

worth fussing with....theres no real mechanical = alternative of course; outside of electronic extension of lesser period gizmo's. =   Most

amateurs have no vertical = whatsoever....

 

Take care, Meredith

 

 

 

 

 

          =

 

Subject: Crandall Canyon mine collapse revisited <<<<<< From: "Jim ODonnell" geophysics@.......... Date: Sun, 17 Aug 2008 12:37:56 GMT Hi all- Interesting article by the Labs concerning the Crandall Canyon mine coll= apse. = Using Love Waves now ........ LIVERMORE, Calif. =96 Researchers have devised a technology that can dis= tinguish mine collapses from other seismic activity. = Using the large seismic disturbance associated with the Crandall Canyon = mine collapse last August, Lawrence Livermore National Laboratory scient= ists and colleagues from the Berkeley Seismological Laboratory at UC Ber= keley applied a method developed to detect underground nuclear weapons t= ests to quickly examine the seismic recordings of the event and determin= e whether that source was most likely from a collapse = https://publicaffairs.llnl.gov/news/news_releases/2008/NR-08-07-03.html Jim O'Donnell = Geological/Geophysical Consultant GEOTECHNICAL APPLICATIONS 702.293.5664 geophysics@.......... 702.281.9081 cell =

Hi all-

Interesting article by the Labs concerning the Crandall Canyon mine c= ollapse.
Using Love Waves now ........

LIVERMORE, Calif. =96 Researchers have devised a technology that can = distinguish mine collapses from other seismic activity.

Using the large seismic disturbance associated with the Crand= all Canyon mine collapse last August, Lawrence Livermore Nation= al Laboratory scientists and colleagues from the Berkeley Seismological = Laboratory at UC Berkeley applied a method developed to detect undergrou= nd nuclear weapons tests to quickly examine the seismic recordings of th= e event and determine whether that source was most likely from a collaps= e

 

https://p= ublicaffairs.llnl.gov/news/news_releases/2008/NR-08-07-03.html



         &= nbsp;        Jim O'Donnell  = ;   
        G= eological/Geophysical Consultant
      =      GEOTECHNICAL APPLICATIONS
702.293.5664 =    geophysics@..........
702.281.9081 cell  =  

Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: John Lahr johnjan@........ Date: Sun, 17 Aug 2008 22:03:59 -0700 James, I ran a Sprengnether vertical at the USGS in Golden some years back. There was a small weight on the boom and a means of moving it back and forth (without removing the cover) to adjust the zero position of the sensor. From time to time the spring would sag a bit and the weight had to be moved toward the pivot. Cheers, John Lahr Corvallis, OR I'm about to leave town for a while, so one of the systems I'm running is certain to have a problem soon. They look OK so far tonight, though: http://jclahr.com/science/psn/chor/# __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: Dick Webb dwebb002@............. Date: Mon, 18 Aug 2008 10:11:06 -0400 James, I am rather late to this thread, but I am running 201 and happen to have a brief publication from Sprengnether on it's theory and how to adjust the unit. They rooted in their archives and found the article for me about 10 years ago. Email me separately and I can fax a copy to you if it helps. Dick Webb JAMES ALLEN wrote: > Thanks Meredith. I appreciate all the recommendations and tips for > adjusting what I think is a "beautiful piece of seismic equipment". > Your email has re-inspired me to really tackle this challenge. I will > let you know how it turns out. > Many thanks again for you wisdom and help. > James Allen > > ----- Original Message ----- > *From:* meredith lamb > *To:* psn-l@.............. > *Sent:* Friday, August 15, 2008 8:35 AM > *Subject:* Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER > > > > On Thu, Aug 14, 2008 at 9:34 PM, JAMES ALLEN > wrote: > > Meredith Lamb or any member using a Sprengnether 201 Long > Period unit: There is an scale on the front of mine with the > indicator pointer that is at the fourth line from the top, > which is essentially at the top stop, and will normally > oscillate to the 6th line from the top. Is this where it is > supposed to be or should it be centered on the 20 unit scale > which after a year of off and on fiddling seems impossible? > James Allen > > > Hmmm....either its my computer malfunctioned or ?, but > here I see my response to Randall showing up below your > message above??? > > James, > > It "sounds" like you need to give some more slack to the top > wire (top rear rotating knurled nut) ...just to allow the > frame/mass to come > further down, which then allows the vertical seismometer boom/mass > to get within the true center range of your > boom range/pointer mechanism. It normally should be able to range > over the entire pointer scale of course. My wild guess is that > the previous > owner/s had the same (which IS entirely solvable) problem also; > but didn't do the necessary adjustment/s. > > Remove the coil and dampening coil wires before exploring the > adjustment mechanisms. I don't know what you've done before; so, all > I can do is text the below. > > At the rear top is a knurled round threaded wire adjustment > which will raise/lower the wire (and which changes the period). > Try rotating that > slowly over whatever reaction range first....in conjunction with > varying the front set screw, which you'll need to do probably > constantly. Its > entirely possible that even a slight partial rotation or more; > will get you into a full range of its indicator pointer. > > Another potential "indicator/answer" could lie in your front > single set screw adjustment setting. Try rotating that over a > reasonable range > and observe whether the boom/mass hits the stop at the top the > majority of the time. If (the boom/pointer) hits the top stop > limit and stays there the > majority of the set screw range change; then that reaction would > might re-affirm you need for more wire slack as above. > > Adjusting both the front set screw and the top back screw is > critical for this "boom/mass balance/pointer range" or in short; > just being able to > see its oscillation movement range. The whole thing is kind of a > crude weight balance with the spring acting as kind of a varying > pivot force. > > IF.....you've done all this before (?), and it still tends to go > to the upper range limit/stop....then you might actually have to > unclamp the > compression wire fitting and feed abit more wire down. Thats a > really nasty job, as you'll be physically fighting the strong > spring tension > while trying to place the wire lower and also be ready to tighten > the compression wire clamp. Its possible that the previous > owner/s might > have cut off the exposed wire coming out of the wire adjustment at > the top/back (?), there should normally be some wire coming out there? > If there isn't any wire....and you're at the limit of > adjustments...you may have to rewire it to give more room/slack of > course. We can get > into that if necessary. > > I have a love-hate relationship with this coil/magnet vertical. I > like its long mechanical period; but I hate its temperature > sensitivity. All in all, its > worth fussing with....theres no real mechanical alternative of > course; outside of electronic extension of lesser period gizmo's. > Most > amateurs have no vertical whatsoever.... > > Take care, Meredith > > > > > > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Mon, 18 Aug 2008 11:10:57 -0600 James and Dick, Have always wondered about the "original" two flat spring hinges (pivots) themselves...i.e., just exactly what that material was, i.e., size: thickness, width specifically was. Out of curiosity could you tell me what you have/use now..., or even a hint of what you think you have/use now? Gary, They originally were "sold" to be capable of a 30 second period; the same as the horizontals. The actual use period "problem", in reality; is absolutely limited to the ground pier setting stability....solid rock under the pier is best, and loose soil is the worst for the frequency of adjustment/s. Everyone, Hmmm....I wonder how such a similar geometry setup might work, BUT instead of spring hinges, with replace the two pivots with two boom end steel/carbide flats on two mast fixed balls pivots like Chris Chapmans current horizontal uses? What do you think? Amateur seismometry could really use a better vertical design. Take care, Meredith On Mon, Aug 18, 2008 at 8:11 AM, Dick Webb wrote: > James, > > I am rather late to this thread, but I am running 201 and happen to have a > brief publication from Sprengnether on it's theory and how to adjust the > unit. They rooted in their archives and found the article for me about 10 > years ago. > > Email me separately and I can fax a copy to you if it helps. > > Dick Webb > >
James and Dick,
 
Have always wondered about the "original" two flat spring hinges (pivots) themselves...i.e., just exactly what that material was, i.e., size: thickness, width
specifically was.  Out of curiosity could you tell me what you have/use now..., or even a hint of what you think you have/use now? 
 
Gary,
 
They originally were "sold" to be capable of a 30 second period; the same as the horizontals.  The actual use period "problem", in reality;  is absolutely
limited to the ground pier setting stability....solid rock under the pier is best, and loose soil is the worst for the frequency of adjustment/s.
 
Everyone,
 
Hmmm....I wonder how such a similar geometry setup might work, BUT instead of spring hinges, with replace the two pivots with two boom end
steel/carbide flats on two mast fixed balls pivots like Chris Chapmans current horizontal uses?  What do you think?  Amateur seismometry could
really use a better vertical design.  
 
Take care, Meredith
 
 
On Mon, Aug 18, 2008 at 8:11 AM, Dick Webb <dwebb002@.............> wrote:
James,

I am rather late to this thread, but I am running 201 and happen to have a brief publication from Sprengnether on it's theory and how to adjust the unit.  They rooted in their archives and found the article for me about 10 years ago.

Email me separately and I can fax a copy to you if it helps.

Dick Webb

Subject: Pendulum in a fluid? From: tchannel1@............ Date: Mon, 18 Aug 2008 11:44:15 -0600 Hi All, Just a thought...Has anyone explored a simple 36"? pendulum, = say having a 2? second period, then containing the pendulum in a fluid. = The pendulum still should move from side to side, but with a longer = period? I have no idea, how to do this, or what the result would be. = I think the result would be similar to an "oil damper"....but an oil = damper does not change the period, does it? To ask it in a different way......Picture the 36" vertical pendulum = swinging in a large tube filled with air, Now the same pendulum, but = with the tube filled with water. Would this change the resulting period? Thanks, Ted
Hi All,   Just a = thought...Has anyone=20 explored a simple 36"? pendulum, say having a 2? second period, then = containing=20 the pendulum in a fluid.  The pendulum still should move from side = to side,=20 but with a longer period?    I have no idea, how to do = this, or=20 what the result would be.  
 
I think the result would be = similar to an "oil=20 damper"....but an oil damper does not change the period, does = it?
 
To ask it in a  different=20 way......Picture the 36" vertical pendulum swinging in a large tube = filled with=20 air,  Now the same pendulum, but with the tube filled with=20 water.
Would this change the resulting=20 period?
 
Thanks, Ted
Subject: Re: Pendulum in a fluid? From: ChrisAtUpw@....... Date: Mon, 18 Aug 2008 16:22:04 EDT In a message dated 2008/08/18, tchannel1@............ writes: > Hi All, Just a thought...Has anyone explored a simple 36"? pendulum, say > having a 2? second period, then containing the pendulum in a fluid. The > pendulum still should move from side to side, but with a longer period? I have no > idea, how to do this, or what the result would be. Hi Ted, The period of a pendulum depends on the inertial mass and on the acceleration force. The mass M stays constant, but the the acceleration force will be reduced by (1 - the density ratio of the liquid to solid). Suspending a pendulum in a fluid will show much greater damping, but it is also likely to show up turbulence effects from the moving liquid and a non linear response, depending on the amplitude. One problem with liquids is the very high temperature coefficient of the viscosity. An oil damped pendulum has a working temperature range limited to about +/-5 F!! The period of a pendulum may be lengthened by reducing the centreing force, like a garden gate suspension or a folded pendulum, or by using a suspension linkage which gives an increased effective length, like the Romberg. Regards, Chris Chapman In a me= ssage dated 2008/08/18, tchannel1@............ writes:

Hi All,   Just a thou= ght...Has anyone explored a simple 36"? pendulum, say having a 2? second per= iod, then containing the pendulum in a fluid. The pendulum still should move= from side to side, but with a longer period? I have no idea, how to do this= , or what the result would be. 


Hi Ted,

       The period of a pendulum depends on the= inertial mass and on the acceleration force. The mass M stays constant, but= the the acceleration force will be reduced by (1 - the density ratio of the= liquid to solid). Suspending a pendulum in a fluid will show much greater d= amping, but it is also likely to show up turbulence effects from the moving=20= liquid and a non linear response, depending on the amplitude. One problem wi= th liquids is the very high temperature coefficient of the viscosity. An oil= damped pendulum has a working temperature range limited to about +/-5 F!!
       The period of a pendulum may be lengthe= ned by reducing the centreing force, like a garden gate suspension or a fold= ed pendulum, or by using a suspension linkage which gives an increased effec= tive length, like the Romberg.

       Regards,

       Chris Chapman
Subject: RE: Pendulum in a fluid? From: "Paul Cianciolo" Paulc@........ Date: Mon, 18 Aug 2008 16:22:54 -0400 I think this would lower the "Q" to a very low value, but not increase the period significantly. One newbies opinion PauLC W1VLF http://www.rescueelectronics.com/ -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@................. Behalf Of tchannel1@............ Sent: Monday, August 18, 2008 1:44 PM To: psn Subject: Pendulum in a fluid? Hi All, Just a thought...Has anyone explored a simple 36"? pendulum, say having a 2? second period, then containing the pendulum in a fluid. The pendulum still should move from side to side, but with a longer period? I have no idea, how to do this, or what the result would be. I think the result would be similar to an "oil damper"....but an oil damper does not change the period, does it? To ask it in a different way......Picture the 36" vertical pendulum swinging in a large tube filled with air, Now the same pendulum, but with the tube filled with water. Would this change the resulting period? Thanks, Ted
I = think this=20 would lower the "Q" to a very low value, but not increase the period=20 significantly.
One = newbies=20 opinion
 
PauLC
W1VLF
http://www.rescueelectronics.c= om/
-----Original Message-----
From: = psn-l-request@................. [mailto:psn-l-request@...............On Behalf Of=20 tchannel1@............
Sent: Monday, August 18, 2008 = 1:44=20 PM
To: psn
Subject: Pendulum in a=20 fluid?

Hi All,   Just a = thought...Has anyone=20 explored a simple 36"? pendulum, say having a 2? second period, then=20 containing the pendulum in a fluid.  The pendulum still should = move from=20 side to side, but with a longer period?    I have no = idea, how=20 to do this, or what the result would be.  
 
I think the result would be = similar to an=20 "oil damper"....but an oil damper does not change the period, does=20 it?
 
To ask it in a  different=20 way......Picture the 36" vertical pendulum swinging in a large tube = filled=20 with air,  Now the same pendulum, but with the tube filled with=20 water.
Would this change the resulting=20 period?
 
Thanks, = Ted
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: Barry Lotz barry_lotz@............. Date: Mon, 18 Aug 2008 19:37:49 -0700 (PDT) Meredith The late STM had a (what I feel ) a good long period vertical design using hardware store materials (with some help from Macmaster Carr). There is an adjusting motor which slides a weight for zeroing. I also use a spiral bimetal spring from a analog themometer to help with daily temperature deflection drifts. I think others have constructed his design. I have been very pleases with the results. Barry meredith lamb wrote: James and Dick, Have always wondered about the "original" two flat spring hinges (pivots) themselves...i.e., just exactly what that material was, i.e., size: thickness, width specifically was. Out of curiosity could you tell me what you have/use now..., or even a hint of what you think you have/use now? Gary, They originally were "sold" to be capable of a 30 second period; the same as the horizontals. The actual use period "problem", in reality; is absolutely limited to the ground pier setting stability....solid rock under the pier is best, and loose soil is the worst for the frequency of adjustment/s. Everyone, Hmmm....I wonder how such a similar geometry setup might work, BUT instead of spring hinges, with replace the two pivots with two boom end steel/carbide flats on two mast fixed balls pivots like Chris Chapmans current horizontal uses? What do you think? Amateur seismometry could really use a better vertical design. Take care, Meredith On Mon, Aug 18, 2008 at 8:11 AM, Dick Webb wrote: James, I am rather late to this thread, but I am running 201 and happen to have a brief publication from Sprengnether on it's theory and how to adjust the unit. They rooted in their archives and found the article for me about 10 years ago. Email me separately and I can fax a copy to you if it helps. Dick Webb
Meredith
The late STM had a (what I feel ) a good long period vertical design using hardware store materials (with some help from Macmaster Carr). There is an adjusting motor which slides a weight for zeroing. I also use a spiral bimetal spring from a analog themometer to help with daily temperature deflection drifts. I think others have constructed his design. I have been very pleases with the results.
Barry


meredith lamb <paleoartifact@.........> wrote:
James and Dick,
 
Have always wondered about the "original" two flat spring hinges (pivots) themselves...i.e., just exactly what that material was, i.e., size: thickness, width
specifically was.  Out of curiosity could you tell me what you have/use now..., or even a hint of what you think you have/use now? 
 
Gary,
 
They originally were "sold" to be capable of a 30 second period; the same as the horizontals.  The actual use period "problem", in reality;  is absolutely
limited to the ground pier setting stability....solid rock under the pier is best, and loose soil is the worst for the frequency of adjustment/s.
 
Everyone,
 
Hmmm....I wonder how such a similar geometry setup might work, BUT instead of spring hinges, with replace the two pivots with two boom end
steel/carbide flats on two mast fixed balls pivots like Chris Chapmans current horizontal uses?  What do you think?  Amateur seismometry could
really use a better vertical design.  
 
Take care, Meredith
 
 
On Mon, Aug 18, 2008 at 8:11 AM, Dick Webb <dwebb002@earthlink.net> wrote:
James,

I am rather late to this thread, but I am running 201 and happen to have a brief publication from Sprengnether on it's theory and how to adjust the unit.  They rooted in their archives and found the article for me about 10 years ago.

Email me separately and I can fax a copy to you if it helps.

Dick Webb


Subject: One year worth of earthquake From: =?ISO-8859-1?Q?J=F3n_Fr=EDmann?= jonfr@......... Date: Tue, 19 Aug 2008 03:11:48 +0000 Hi all This year has been crazy for me and my hobby to record earthquakes. Just in May, June, July and what has passed of August I estimate that I have already recorded as many earthquakes as I did in whole of 2007. The most active areas this year have been Sisz and Tfz. At this moment I have massive backlog of earthquakes to plot. I am not sure that I am never going to finish it, as the data might not even appear on IMO web page. I have also been hit by one problem, because of the large volume of earthquakes I have recored I don't have the time to email all the events to the event list. But I try to send what I can, but it is far less then I want to. I am expecting more earthquakes for the remainder of this year. With TFZ being the most active part of Iceland, if nothing changes that is. I also want to point out this email that I got yesterday. ---------- =EF=BB=BFThe August 7-8 eruption of Kasatochi volcano (Aleutian Islands) produced a very large stratospheric SO2 cloud - possibly the largest since the August 1991 eruption of Hudson (Chile). Preliminary SO2 mass calculations using Ozone Monitoring Instrument (OMI) data suggest a total SO2 burden of ~1.5 Tg. This figure will be revised in the coming weeks but is more likely to go up than down. The SO2 cloud has drifted over a large area of North America and is now (August 14) reaching Europe. This is also a request to anyone with ground-based instrumentation (DOAS, FTIR, lidar etc.) who may be able to make observations of this cloud. The location of the SO2 can be tracked using these near-real time SO2 websites: http://satepsanone.nesdis.noaa.gov/pub/OMI/OMISO2/index.html http://www.oma.be/BIRA-IASB/Molecules/SO2nrt/vs/orbit.php If anyone needs any more localized maps of the SO2 plume, please let me know. Best regards, Simon --------- The effects of this are going to be felt for a long time. Regards. --=20 J=C3=B3n Fr=C3=ADmann http://www.jonfr.com http://earthquakes.jonfr.com http://www.net303.net http://www.mobile-coverage.com/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Mon, 18 Aug 2008 22:17:02 -0600 Hi Barry, Yes; Seans mechanical design is still likely the very best vertical homebrew. His flat spring setup is quite abit more difficult to make than just using a sprial coil spring; but it could make all the difference in the world. Good food for thought. At one time...Saint Louis University applied, or were going to apply for a patent on that and on his (unknown) tiltmeter. Perhaps, because of the prior public release; it "became" public domain. Regardless; his vertical text and pictures is at: http://www.eas.slu.edu/People/STMorrissey/newtable.html They really limit access on the web site. I was also interested in his tiltmeter; but nobody there followed up after his 2002 death...which is quite strange, as that University had a very long history of seismology. Sean certainly was quite exceptionally very good at his work. Take care, Meredith On Mon, Aug 18, 2008 at 8:37 PM, Barry Lotz wrote: > Meredith > The late STM had a (what I feel ) a good long period vertical design using > hardware store materials (with some help from Macmaster Carr). There is an > adjusting motor which slides a weight for zeroing. I also use a spiral > bimetal spring from a analog themometer to help with daily temperature > deflection drifts. I think others have constructed his design. I have been > very pleased with the results. > Barry > > > >
Hi Barry,
 
Yes; Seans mechanical design is still likely the very best vertical homebrew.  His flat spring setup is quite abit more difficult to make than just using
a sprial coil spring; but it could make all the difference in the world.  Good food for thought.
 
At one time...Saint Louis University applied, or were going to apply for a patent on that and on his (unknown) tiltmeter.  Perhaps, because
of the prior public release; it "became" public domain.  Regardless; his vertical text and pictures is at:
 
 
They really limit access on the web site.  I was also interested in his tiltmeter; but nobody there followed up after his 2002 death...which is
quite strange, as that University had a very long history of seismology.  Sean certainly was quite exceptionally very good at his work.  
 
Take care,  Meredith  
 
   
 
 
 
On Mon, Aug 18, 2008 at 8:37 PM, Barry Lotz <barry_lotz@.............> wrote:
Meredith
The late STM had a (what I feel ) a good long period vertical design using hardware store materials (with some help from Macmaster Carr). There is an adjusting motor which slides a weight for zeroing. I also use a spiral bimetal spring from a analog themometer to help with daily temperature deflection drifts. I think others have constructed his design. I have been very pleased with the results.
Barry


 
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Tue, 19 Aug 2008 17:59:28 -0700 Meredith and Dick My Spremgnether has two hinges made out of wire and looks like thick = piano wire about 3/4 the thickness of pencil lead. Additionally, = instead of wires being attached to each ends of the spring attachments = each end of the spring has a straight length that goes into the = adjusment nuts. James ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Monday, August 18, 2008 10:10 AM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER James and Dick, Have always wondered about the "original" two flat spring hinges = (pivots) themselves...i.e., just exactly what that material was, i.e., = size: thickness, width specifically was. Out of curiosity could you tell me what you = have/use now..., or even a hint of what you think you have/use now? =20 Gary, They originally were "sold" to be capable of a 30 second period; the = same as the horizontals. The actual use period "problem", in reality; = is absolutely limited to the ground pier setting stability....solid rock under the = pier is best, and loose soil is the worst for the frequency of = adjustment/s. Everyone, Hmmm....I wonder how such a similar geometry setup might work, BUT = instead of spring hinges, with replace the two pivots with two boom end steel/carbide flats on two mast fixed balls pivots like Chris Chapmans = current horizontal uses? What do you think? Amateur seismometry could really use a better vertical design. =20 Take care, Meredith On Mon, Aug 18, 2008 at 8:11 AM, Dick Webb = wrote: James, I am rather late to this thread, but I am running 201 and happen to = have a brief publication from Sprengnether on it's theory and how to = adjust the unit. They rooted in their archives and found the article = for me about 10 years ago. Email me separately and I can fax a copy to you if it helps. Dick Webb
Meredith and Dick
My Spremgnether has two hinges made out = of wire and=20 looks like thick piano wire about 3/4 the thickness of pencil = lead.  =20 Additionally, instead of wires being attached to each ends of the spring = attachments each end of the spring has a straight length that goes into = the=20 adjusment nuts.
James
----- Original Message -----
From:=20 meredith lamb
Sent: Monday, August 18, 2008 = 10:10=20 AM
Subject: Re: SPRENGNETHER 201 = LONG PERIOD=20 VERTICAL SEISMOMETER

James and Dick,
 
Have always wondered about the "original" two flat spring hinges = (pivots)=20 themselves...i.e., just exactly what that material was, = i.e., size:=20 thickness, width
specifically was.  Out of curiosity could you tell me what = you=20 have/use now..., or even a hint of what you think you have/use = now? =20
 
Gary,
 
They originally were "sold" to be capable of a 30 second period; = the same=20 as the horizontals.  The actual use period "problem", in reality; =  is absolutely
limited to the ground pier setting stability....solid rock = under the=20 pier is best, and loose soil is the worst for the frequency of=20 adjustment/s.
 
Everyone,
 
Hmmm....I wonder how such a similar geometry setup might work, = BUT=20 instead of spring hinges, with replace the two pivots = with two boom=20 end
steel/carbide flats on two mast fixed balls pivots like Chris = Chapmans=20 current horizontal uses?  What do you think?  Amateur=20 seismometry could
really use a better vertical design.  
 
Take care, Meredith
 
 
On Mon, Aug 18, 2008 at 8:11 AM, Dick Webb = <dwebb002@.............>=20 wrote:
James,

I=20 am rather late to this thread, but I am running 201 and happen to = have a=20 brief publication from Sprengnether on it's theory and how to adjust = the=20 unit.  They rooted in their archives and found the article for = me about=20 10 years ago.

Email me separately and I can fax a copy to you = if it=20 helps.

Dick=20 Webb

Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Tue, 19 Aug 2008 22:29:29 -0600 James, Am sure your round wire hinges (one per each hinge, or more?), that whomever had the vertical before you substituted the round wire they had, for the (probably broken) original flat springs therein. Evidently yours works ~ as is. Mine came with similar round piano wire/s; but they had like 4 wires of ~ 0.025" diameter; per each of the two hinge clamps (eight total), which I replaced with flat springs....which also ~ worked...but, I still don't know the original flat spring width/thickness. Its interesting the variation of wire/flat springs that do work....but whether they are really even near ideal is literally unknown. If this spring pivot spring is too stiff/thick, the mass response won't be as enertially responsive as it ideally should be. Your second sentence below leaves me pondering whether its some ~ (not a normally spring) metal rod/s used? It should be 0.025" diameter piano wire....for initial setup flexuring that it will go through in the process, and for simple high strength when the spring is strung. I suppose you could use all the loose locking 1/4" rods to hold the boom; and use a fine file edge (single light stroke) to see if it very strongly resists filing like piano wire does, or; is relatively ~ easily filed like iron etc. Another clue; piano wire is ultra smooth; a typical metal rod will feel like a drag on your fingers when lightly run over. "IF", the "straight length" you mention is bigger than 0.025", the previous owner may have removed acouple parts to accomodate their "reengineering"....and you have to live with such. Take care, Meredith On Tue, Aug 19, 2008 at 6:59 PM, JAMES ALLEN wrote: > Meredith and Dick > My Spremgnether has two hinges made out of wire and looks like thick piano > wire about 3/4 the thickness of pencil lead. Additionally, instead of > wires being attached to each ends of the spring attachments each end of the > spring has a straight length that goes into the adjustment nuts. > James >
James,
 
Am sure your round wire hinges (one per each hinge, or more?), that whomever had the vertical before you substituted the round wire they had, for the (probably
broken) original flat springs therein.  Evidently yours works ~ as is.  Mine came with similar round piano wire/s; but they had like 4 wires of ~ 0.025" diameter;
per each of the two hinge clamps (eight total), which I replaced with flat springs....which also ~ worked...but, I still don't know the original flat spring width/thickness.
Its interesting the variation of wire/flat springs that do work....but whether they are really even near ideal is literally unknown.  If this spring pivot spring is too stiff/thick, the
mass response won't be as enertially responsive as it ideally should be.  
 
Your second sentence below leaves me pondering whether its some ~ (not a normally spring) metal rod/s used?  It should be 0.025" diameter piano wire....for initial setup flexuring
that it will go through in the process, and for simple high strength when the spring is strung.   I suppose you could use all the loose locking 1/4" rods to hold the boom;
and use a fine file edge (single light stroke) to see if it very strongly resists filing like piano wire does, or; is relatively ~ easily filed like iron etc.  Another clue;
piano wire is ultra smooth; a typical metal rod will feel like a drag on your fingers when lightly run over.   "IF", the "straight length" you mention is bigger than 0.025",
the previous owner may have removed acouple parts to accomodate their "reengineering"....and you have to live with such. 
 
Take care, Meredith
 
    

On Tue, Aug 19, 2008 at 6:59 PM, JAMES ALLEN <jcallen1@...........> wrote:
Meredith and Dick
My Spremgnether has two hinges made out of wire and looks like thick piano wire about 3/4 the thickness of pencil lead.   Additionally, instead of wires being attached to each ends of the spring attachments each end of the spring has a straight length that goes into the adjustment nuts.
James
 
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: Dick Webb dwebb002@............. Date: Wed, 20 Aug 2008 08:23:55 -0400 I have a few pieces of the original and will measure the width and thickness as soon as I find a micrometer. I can attest that they are rather fragile. I don't know the composition but they have a brassy appearance. Dick meredith lamb wrote: > James, > > Am sure your round wire hinges (one per each hinge, or more?), that > whomever had the vertical before you substituted the round wire they > had, for the (probably > broken) original flat springs therein. Evidently yours works ~ as > is. Mine came with similar round piano wire/s; but they had like 4 > wires of ~ 0.025" diameter; > per each of the two hinge clamps (eight total), which I replaced with > flat springs....which also ~ worked...but, I still don't know the > original flat spring width/thickness. > Its interesting the variation of wire/flat springs that do work....but > whether they are really even near ideal is literally unknown. If this > spring pivot spring is too stiff/thick, the > mass response won't be as enertially responsive as it ideally should be. > > Your second sentence below leaves me pondering whether its some ~ (not > a normally spring) metal rod/s used? It should be 0.025" diameter > piano wire....for initial setup flexuring > that it will go through in the process, and for simple high strength > when the spring is strung. I suppose you could use all the loose > locking 1/4" rods to hold the boom; > and use a fine file edge (single light stroke) to see if it very > strongly resists filing like piano wire does, or; is relatively ~ > easily filed like iron etc. Another clue; > piano wire is ultra smooth; a typical metal rod will feel like a drag > on your fingers when lightly run over. "IF", the "straight length" > you mention is bigger than 0.025", > the previous owner may have removed acouple parts to accomodate their > "reengineering"....and you have to live with such. > > Take care, Meredith > > > > On Tue, Aug 19, 2008 at 6:59 PM, JAMES ALLEN > wrote: > > Meredith and Dick > My Spremgnether has two hinges made out of wire and looks like > thick piano wire about 3/4 the thickness of pencil lead. > Additionally, instead of wires being attached to each ends of the > spring attachments each end of the spring has a straight length > that goes into the adjustment nuts. > James > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: ChrisAtUpw@....... Date: Wed, 20 Aug 2008 10:17:01 EDT In a message dated 2008/08/20, dwebb002@............. writes: > I have a few pieces of the original and will measure the width and > thickness as soon as I find a micrometer. I can attest that they are > rather fragile. I don't know the composition but they have a brassy > appearance. > Dick Hi Dick, James , Meredith, If you can give me the seismic mass and the maximum width of the clamp strip, we can work out the thickness required quite easily. The wire was almost certainly a repair. It is very unlikely to be brass, but it could well be bronze or phosphor bronze strip. You might also consider a SS replacement? Regards, Chris Chapman In a me= ssage dated 2008/08/20, dwebb002@............. writes:

I have a few pieces of the orig= inal and will measure the width and
thickness as soon as I find a micrometer.  I can attest that they are <= BR> rather fragile.  I don't know the composition but they have a brassy appearance.
Dick


Hi Dick, James , Meredith,

       If you can give me the seismic mass and= the maximum width of the clamp strip, we can work out the thickness require= d quite easily. The wire was almost certainly a repair.
       It is very unlikely to be brass, but it= could well be bronze or phosphor bronze strip. You might also consider a SS= replacement?

       Regards,

       Chris Chapman
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Wed, 20 Aug 2008 09:44:13 -0600 Hi Chris, Excellent! The two separate masses weigh a total of 20 pounds. The absolute maximum width of the spring allowed within the clamp is 0.311"; it could obviously contain a smaller width ~ 0.25", for much easier insertion/replacement. As a possible material prelude; I do have 0.007", and 0.014" thick phosphor bronze shim roll stock. I also have 0.010" thick blue tempered hardened steel spring shim roll stock. All old but never used. All would need cutting down and cut edge filing deburring to fit the flat clamp size firmly/easily; all the spring widths are more than 0.311". Take care, Meredith On Wed, Aug 20, 2008 at 8:17 AM, wrote: > In a message dated 2008/08/20, dwebb002@............. writes: > > I have a few pieces of the original and will measure the width and > thickness as soon as I find a micrometer. I can attest that they are > rather fragile. I don't know the composition but they have a brassy > appearance. > Dick > > > > Hi Dick, James , Meredith, > > If you can give me the seismic mass and the maximum width of the > clamp strip, we can work out the thickness required quite easily. The wire > was almost certainly a repair. > It is very unlikely to be brass, but it could well be bronze or > phosphor bronze strip. You might also consider a SS replacement? > > Regards, > > Chris Chapman
Hi Chris,

Excellent!

The two separate masses weigh a total of 20 pounds.  The absolute maximum width of the spring allowed within the
clamp is 0.311"; it could obviously contain a smaller width ~ 0.25", for much easier insertion/replacement.

As a possible material prelude; I do have 0.007", and 0.014" thick phosphor bronze shim roll stock.  I also have
0.010" thick blue tempered hardened steel spring shim roll stock.  All old but never used.  All would need cutting
down and cut edge filing deburring to fit the flat clamp size firmly/easily; all the spring widths are more than 0.311". 

Take care, Meredith



 

On Wed, Aug 20, 2008 at 8:17 AM, <ChrisAtUpw@.......> wrote:
In a message dated 2008/08/20, dwebb002@............. writes:

I have a few pieces of the original and will measure the width and
thickness as soon as I find a micrometer.  I can attest that they are
rather fragile.  I don't know the composition but they have a brassy
appearance.
Dick


Hi Dick, James , Meredith,

       If you can give me the seismic mass and the maximum width of the clamp strip, we can work out the thickness required quite easily. The wire was almost certainly a repair.
       It is very unlikely to be brass, but it could well be bronze or phosphor bronze strip. You might also consider a SS replacement?

       Regards,

       Chris Chapman

Subject: Ebay item 330262519817 old vertical seismometer From: "meredith lamb" paleoartifact@......... Date: Wed, 20 Aug 2008 10:24:49 -0600 Hi all, I usually don't mention E-Bay stuff. This is ~"vaguely" similar in setup to a vertical Sprengnether. The seller doesn't mention much of anything; it could very likely lack dampening means. The four spoke centered top wheel "looks" like spring tension and coil/mass height adjustment. Likely a very, very short period; also not specified. Alot of viewers so far, >200. Thirty dollar shipping; its probably ~ heavy. It looks quite mechanically sturdy. It looks like it also has two flat spring hinges/pivots. Old but interesting to review. For all the updating that might be need to be done and cost involved; one might be better off building their own version and having all the fun, frustration, and finally the satisfaction of getting their own vertical version running. Take care, Meredith
Hi all,

I usually don't mention E-Bay stuff.  This is ~"vaguely" similar in setup to a vertical Sprengnether.
The seller doesn't mention much of anything; it could very likely lack dampening means.  The four
spoke centered top wheel "looks" like spring tension and coil/mass height adjustment.  Likely a very,
very short period; also not specified.  Alot of viewers so far, >200.  Thirty dollar shipping; its probably
~ heavy.  It looks quite mechanically sturdy.  It looks like it also has two flat spring hinges/pivots.  Old
but interesting to review.  For all the updating that might be need to be done and cost involved; one
might be better off building their own version and having all the fun, frustration, and finally the
satisfaction of getting their own vertical version running.

Take care, Meredith


Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: Dick Webb dwebb002@............. Date: Wed, 20 Aug 2008 17:44:03 -0400 The dimensions are 0.05 mm thick by 6.3 mm wide and 4.5 cm long. Also, there are three holes at each end, the space between the central holes is 2.3 cm. It looks kind of like this: 000 000 Hope this helps. Dick meredith lamb wrote: > Hi Chris, > > Excellent! > > The two separate masses weigh a total of 20 pounds. The absolute > maximum width of the spring allowed within the > clamp is 0.311"; it could obviously contain a smaller width ~ 0.25", > for much easier insertion/replacement. > > As a possible material prelude; I do have 0.007", and 0.014" thick > phosphor bronze shim roll stock. I also have > 0.010" thick blue tempered hardened steel spring shim roll stock. All > old but never used. All would need cutting > down and cut edge filing deburring to fit the flat clamp size > firmly/easily; all the spring widths are more than 0.311". > > Take care, Meredith > > > > > > On Wed, Aug 20, 2008 at 8:17 AM, > wrote: > > In a message dated 2008/08/20, dwebb002@............. > writes: > >> I have a few pieces of the original and will measure the width and >> thickness as soon as I find a micrometer. I can attest that they >> are >> rather fragile. I don't know the composition but they have a brassy >> appearance. >> Dick > > > Hi Dick, James , Meredith, > > If you can give me the seismic mass and the maximum width > of the clamp strip, we can work out the thickness required quite > easily. The wire was almost certainly a repair. > It is very unlikely to be brass, but it could well be > bronze or phosphor bronze strip. You might also consider a SS > replacement? > > Regards, > > Chris Chapman > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: Dick Webb dwebb002@............. Date: Wed, 20 Aug 2008 17:57:37 -0400 Sorry, that was 0.4 to 0.5 mm thick. I only have a non digital old time mechanical micrometer. Dick Dick Webb wrote: > The dimensions are 0.05 mm thick by 6.3 mm wide and 4.5 cm long. > Also, there are three holes at each end, the space between the central > holes is 2.3 cm. It looks kind of like this: 000 > 000 > > Hope this helps. > Dick > > meredith lamb wrote: >> Hi Chris, >> >> Excellent! >> >> The two separate masses weigh a total of 20 pounds. The absolute >> maximum width of the spring allowed within the >> clamp is 0.311"; it could obviously contain a smaller width ~ 0.25", >> for much easier insertion/replacement. >> >> As a possible material prelude; I do have 0.007", and 0.014" thick >> phosphor bronze shim roll stock. I also have >> 0.010" thick blue tempered hardened steel spring shim roll stock. >> All old but never used. All would need cutting >> down and cut edge filing deburring to fit the flat clamp size >> firmly/easily; all the spring widths are more than 0.311". >> Take care, Meredith >> >> >> >> >> >> On Wed, Aug 20, 2008 at 8:17 AM, > > wrote: >> >> In a message dated 2008/08/20, dwebb002@............. >> writes: >> >>> I have a few pieces of the original and will measure the width and >>> thickness as soon as I find a micrometer. I can attest that they >>> are >>> rather fragile. I don't know the composition but they have a >>> brassy >>> appearance. >>> Dick >> >> >> Hi Dick, James , Meredith, >> >> If you can give me the seismic mass and the maximum width >> of the clamp strip, we can work out the thickness required quite >> easily. The wire was almost certainly a repair. >> It is very unlikely to be brass, but it could well be >> bronze or phosphor bronze strip. You might also consider a SS >> replacement? >> >> Regards, >> >> Chris Chapman >> > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: ChrisAtUpw@....... Date: Wed, 20 Aug 2008 21:36:12 EDT In a message dated 2008/08/20, paleoartifact@......... writes: > The two separate masses weigh a total of 20 pounds. The absolute maximum > width of the spring allowed within the clamp is 0.311"; it could obviously > contain a smaller width ~ 0.25", for much easier insertion / replacement. > > As a possible material prelude; I do have 0.007", and 0.014" thick phosphor > bronze shim roll stock. I also have 0.010" thick blue tempered hardened > steel spring shim roll stock. All old but never used. All would need cutting > down and cut edge filing deburring to fit the flat clamp size firmly/easily; > all the spring widths are more than 0.311". Hi Meredith, OK. The spring is at about 45 degrees so the stress on the two strips will be about 20 lbs, say 10 lbs each. The tensile strength of bronze is about 30,000 psi. Hence the absolute minimum strip thickness is about 1.2 thou. Allowing a safety factor of x10 gives 12 thou. Looks like your 14 thou strip would probably do fine. Note that you can buy hard rolled bronze weather strip for doors, but it is only about 6 thou thick. Hard rolled strip will have about 3x the UTS of the soft bronze quoted. Note that www.ksmetals.com stock 8 thou phosphor bronze sheet and 10 and 18 thou SS strip. Regards, Chris In a me= ssage dated 2008/08/20, paleoartifact@......... writes:

The two separate masses weigh a= total of 20 pounds. The absolute maximum width of the spring allowed within= the clamp is 0.311"; it could obviously contain a smaller width ~ 0.25", fo= r much easier insertion / replacement.

As a possible material prelude; I do have 0.007", and 0.014" thick phosphor=20= bronze shim roll stock.  I also have 0.010" thick blue tempered hardene= d steel spring shim roll stock.  All old but never used.  All woul= d need cutting down and cut edge filing deburring to fit the flat clamp size= firmly/easily; all the spring widths are more than 0.311". 

Hi Meredith,

       OK. The spring is at about 45 degrees s= o the stress on the two strips will be about 20 lbs, say 10 lbs each. The te= nsile strength of bronze is about 30,000 psi. Hence the absolute minimum str= ip thickness is about 1.2 thou. Allowing a safety factor of x10 gives 12 tho= u.

       Looks like your 14 thou strip would pro= bably do fine.

       Note that you can buy hard rolled bronz= e weather strip for doors, but it is only about 6 thou thick. Hard rolled st= rip will have about 3x the UTS of the soft bronze quoted.

       Note that www.ksmetals.com stock 8 thou= phosphor bronze sheet and 10 and 18 thou SS strip.

       Regards,

       Chris
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Wed, 20 Aug 2008 20:05:19 -0600 Hi Dick, Thanks for the dimensions of the springs you have on your vertical. Right off....I can't imagine springs with holes in them as being "the" original Sprengnether springs; mainly because I can't think of a need/use for the holes...unless the holes were some sort of crude visual positional indicators. Logically; it would seem that all 3 of us, are using "handy replacements" put therein by the previous owners. Its interesting that they all "work" to whatever degree; with the vertical/s. Take care, Meredith On Wed, Aug 20, 2008 at 3:57 PM, Dick Webb wrote: > Sorry, that was 0.4 to 0.5 mm thick. I only have a non digital old time > mechanical micrometer. > Dick > > > Dick Webb wrote: > >> The dimensions are 0.05 mm thick by 6.3 mm wide and 4.5 cm long. Also, >> there are three holes at each end, the space between the central holes is >> 2.3 cm. It looks kind of like this: 000 000 >> >> Hope this helps. >> Dick >> >>
Hi Dick,

Thanks for the dimensions of the springs you have on your vertical.  Right off....I can't imagine springs with holes in them
as being "the" original Sprengnether springs; mainly because I can't think of a need/use for the holes...unless the holes
were some sort of crude visual positional indicators.  Logically; it would seem that all 3 of us, are using "handy replacements"
put therein by the previous owners.   Its interesting that they all "work" to whatever degree; with the vertical/s.

Take care, Meredith


On Wed, Aug 20, 2008 at 3:57 PM, Dick Webb <dwebb002@.............> wrote:
Sorry, that was 0.4 to 0.5 mm thick.  I only have a non digital old time mechanical micrometer.
Dick


Dick Webb wrote:
The dimensions are 0.05 mm thick by 6.3 mm wide and 4.5 cm long.  Also, there are three holes at each end, the space between the central holes is 2.3 cm.  It looks kind of like this:             000          000

Hope this helps.
Dick


Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: Dick Webb dwebb002@............. Date: Wed, 20 Aug 2008 23:15:52 -0400 Meredith, Actually they came with part number 990-09091-0101 which makes me think they are real Sprengnether parts. Dick meredith lamb wrote: > Hi Dick, > > Thanks for the dimensions of the springs you have on your vertical. > Right off....I can't imagine springs with holes in them > as being "the" original Sprengnether springs; mainly because I can't > think of a need/use for the holes...unless the holes > were some sort of crude visual positional indicators. Logically; it > would seem that all 3 of us, are using "handy replacements" > put therein by the previous owners. Its interesting that they all > "work" to whatever degree; with the vertical/s. > > Take care, Meredith > > > On Wed, Aug 20, 2008 at 3:57 PM, Dick Webb > wrote: > > Sorry, that was 0.4 to 0.5 mm thick. I only have a non digital > old time mechanical micrometer. > Dick > > > Dick Webb wrote: > > The dimensions are 0.05 mm thick by 6.3 mm wide and 4.5 cm > long. Also, there are three holes at each end, the space > between the central holes is 2.3 cm. It looks kind of like > this: 000 000 > > Hope this helps. > Dick > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Wed, 20 Aug 2008 22:05:14 -0600 Hi Dick, OK on the spring. Have to admit I'am surprised. On Wed, Aug 20, 2008 at 9:15 PM, Dick Webb wrote: > Meredith, > > Actually they came with part number 990-09091-0101 which makes me think > they are real Sprengnether parts. > Dick > >
Hi Dick,

OK on the spring.  Have to admit I'am surprised.

On Wed, Aug 20, 2008 at 9:15 PM, Dick Webb <dwebb002@.............> wrote:
Meredith,

Actually they came with part number 990-09091-0101 which makes me think they are real Sprengnether parts.
Dick


Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Wed, 20 Aug 2008 22:44:19 -0600 Hi Chris, Thank you very much for the information! It appears that their is a wide range of materials that could be successfully used. Take care, Meredith On Wed, Aug 20, 2008 at 7:36 PM, wrote: > In a message dated 2008/08/20, paleoartifact@......... writes: > > The two separate masses weigh a total of 20 pounds. The absolute maximum > width of the spring allowed within the clamp is 0.311"; it could obviously > contain a smaller width ~ 0.25", for much easier insertion / replacement. > > As a possible material prelude; I do have 0.007", and 0.014" thick phosphor > bronze shim roll stock. I also have 0.010" thick blue tempered hardened > steel spring shim roll stock. All old but never used. All would need > cutting down and cut edge filing deburring to fit the flat clamp size > firmly/easily; all the spring widths are more than 0.311". > > > > Hi Meredith, > > OK. The spring is at about 45 degrees so the stress on the two > strips will be about 20 lbs, say 10 lbs each. The tensile strength of bronze > is about 30,000 psi. Hence the absolute minimum strip thickness is about 1.2 > thou. Allowing a safety factor of x10 gives 12 thou. > > Looks like your 14 thou strip would probably do fine. > > Note that you can buy hard rolled bronze weather strip for doors, > but it is only about 6 thou thick. Hard rolled strip will have about 3x the > UTS of the soft bronze quoted. > > Note that www.ksmetals.com stock 8 thou phosphor bronze sheet and > 10 and 18 thou SS strip. > > Regards, > > Chris
Hi Chris,

Thank you very much for the information!   It appears that their is a wide range of materials that could
be successfully used.

Take care, Meredith

On Wed, Aug 20, 2008 at 7:36 PM, <ChrisAtUpw@.......> wrote:
In a message dated 2008/08/20, paleoartifact@......... writes:

The two separate masses weigh a total of 20 pounds. The absolute maximum width of the spring allowed within the clamp is 0.311"; it could obviously contain a smaller width ~ 0.25", for much easier insertion / replacement.

As a possible material prelude; I do have 0.007", and 0.014" thick phosphor bronze shim roll stock.  I also have 0.010" thick blue tempered hardened steel spring shim roll stock.  All old but never used.  All would need cutting down and cut edge filing deburring to fit the flat clamp size firmly/easily; all the spring widths are more than 0.311". 


Hi Meredith,

       OK. The spring is at about 45 degrees so the stress on the two strips will be about 20 lbs, say 10 lbs each. The tensile strength of bronze is about 30,000 psi. Hence the absolute minimum strip thickness is about 1.2 thou. Allowing a safety factor of x10 gives 12 thou.

       Looks like your 14 thou strip would probably do fine.

       Note that you can buy hard rolled bronze weather strip for doors, but it is only about 6 thou thick. Hard rolled strip will have about 3x the UTS of the soft bronze quoted.

       Note that www.ksmetals.com stock 8 thou phosphor bronze sheet and 10 and 18 thou SS strip.

       Regards,

       Chris

Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Thu, 21 Aug 2008 09:37:35 -0700 Hello Meredith, Dick, Chris I rechecked the wire hinges coming from = mine. I do not have a micrometer, but there is one wire per hinge = (black) which is relatively rough and not shinny like piano wire but = just as springy. I suppose it is steel wire and smaller in diameter = than that used for a paper clip. Now, I am beginning to under stand = that this must not be original to the unit and should be a flat flexible = hinge instead. Perhaps that is the reason I have been having so much = trouble getting the seismometer boom to remain centered. =20 James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Tuesday, August 19, 2008 9:29 PM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER James, Am sure your round wire hinges (one per each hinge, or more?), that = whomever had the vertical before you substituted the round wire they = had, for the (probably broken) original flat springs therein. Evidently yours works ~ as is. = Mine came with similar round piano wire/s; but they had like 4 wires of = ~ 0.025" diameter; per each of the two hinge clamps (eight total), which I replaced with = flat springs....which also ~ worked...but, I still don't know the = original flat spring width/thickness. Its interesting the variation of wire/flat springs that do work....but = whether they are really even near ideal is literally unknown. If this = spring pivot spring is too stiff/thick, the mass response won't be as enertially responsive as it ideally should = be. =20 Your second sentence below leaves me pondering whether its some ~ (not = a normally spring) metal rod/s used? It should be 0.025" diameter piano = wire....for initial setup flexuring=20 that it will go through in the process, and for simple high strength = when the spring is strung. I suppose you could use all the loose = locking 1/4" rods to hold the boom; and use a fine file edge (single light stroke) to see if it very = strongly resists filing like piano wire does, or; is relatively ~ easily = filed like iron etc. Another clue; piano wire is ultra smooth; a typical metal rod will feel like a drag = on your fingers when lightly run over. "IF", the "straight length" you = mention is bigger than 0.025", the previous owner may have removed acouple parts to accomodate their = "reengineering"....and you have to live with such.=20 Take care, Meredith =20 On Tue, Aug 19, 2008 at 6:59 PM, JAMES ALLEN = wrote: Meredith and Dick My Spremgnether has two hinges made out of wire and looks like thick = piano wire about 3/4 the thickness of pencil lead. Additionally, = instead of wires being attached to each ends of the spring attachments = each end of the spring has a straight length that goes into the = adjustment nuts. James
Hello Meredith, Dick, Chris  I = rechecked the=20 wire hinges coming from mine.  I do not have a micrometer, but = there is one=20 wire per hinge (black) which is relatively rough and not shinny like = piano wire=20 but just as springy.  I suppose it is steel wire and smaller in = diameter=20 than that used for a paper clip.  Now, I am beginning to under = stand that=20 this must not be original to the unit and should be a flat flexible = hinge=20 instead.  Perhaps that is the reason I have been having so much = trouble=20 getting the seismometer boom to remain centered. 
James Allen
----- Original Message -----
From:=20 meredith lamb
Sent: Tuesday, August 19, 2008 = 9:29=20 PM
Subject: Re: SPRENGNETHER 201 = LONG PERIOD=20 VERTICAL SEISMOMETER

James,
 
Am sure your round wire hinges (one per each hinge, or = more?), that=20 whomever had the vertical before you substituted the round wire they = had, for=20 the (probably
broken) original flat springs therein.  Evidently yours = works ~=20 as is.  Mine came with similar round piano wire/s; but they had = like 4=20 wires of ~ 0.025" diameter;
per each of the two hinge clamps (eight total), which I replaced = with=20 flat springs....which also ~ worked...but, I still don't know the = original=20 flat spring width/thickness.
Its interesting the variation of wire/flat springs that do = work....but=20 whether they are really even near ideal is literally = unknown. =20 If this spring pivot spring is too stiff/thick, the
mass response won't be as enertially responsive as it ideally = should=20 be.  
 
Your second sentence below leaves me pondering whether its = some ~=20 (not a normally spring) metal rod/s used?  It should be 0.025" = diameter=20 piano wire....for initial setup flexuring
that it will go through in the process, and for simple high = strength when=20 the spring is strung.   I suppose you could use all=20 the loose locking 1/4" rods to hold the boom;
and use a fine file edge (single light stroke) to see if it = very=20 strongly resists filing like piano wire does, or; is relatively ~ = easily filed=20 like iron etc.  Another clue;
piano wire is ultra smooth; a typical metal rod will feel = like a=20 drag on your fingers when lightly run over.   "IF", the = "straight=20 length" you mention is bigger than 0.025",
the previous owner may have removed acouple parts to accomodate = their=20 "reengineering"....and you have to live with such. 
 
Take care, Meredith
 
    

On Tue, Aug 19, 2008 at 6:59 PM, JAMES ALLEN = <jcallen1@...........> wrote:
Meredith and Dick
My Spremgnether has two hinges made = out of wire=20 and looks like thick piano wire about 3/4 the thickness of pencil=20 lead.   Additionally, instead of wires being attached to = each ends=20 of the spring attachments each end of the spring has a straight = length that=20 goes into the adjustment nuts.
James
 
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Thu, 21 Aug 2008 11:45:28 -0600 Hi James, My wild Imagination says it might even be tough baling wire (ha); but of course I don't really know. Heres another flat hinge spring source material scenario you could consider (assuming you will replace such). It involves automotive and/or machinist feeler/thickness gauge sets. I've not actually checked; but one could assume the likelyhood that chains like Autozone, etc., will have these readily on hand. They usually come in ~ muliple sizes "leaves" of different size thicknesses (usually marked thereon with the size thickness thereon). They are stacked and anchored at one end, and can be extended outward per each size. They range ~ from one thousandth or so inch thick upward to roughly 20 thousandth of a inch thick. I think they are usually cheap per each set; I just saw Amazon.com, with sellers offering such at around $3.60...but the sticker is; the high ~$6 shipping. Obviously if you buy locally, its alot cheaper. Anyway, you would need two sets of such to get two same sizes of whatever you use. Drill out the rivot anchor/s, and then you have all manner of sizes to explore as hinges for your vertical. Of course; nowadays, they could also be marked as metric, or even both ways thereon. Actually, I think they are tougher and much less prone to "aquiring" accidental bent areas in them, than phosphur bronze or even tempered blue spring stock/coil/shim. You will still have to use a hand shear tool and reduce the widths; and a followup hand file to get rid of the burrs along the cut edge. I suppose they could be rather a ideal thickness variety set for any amateur seeking to build their own vertical hinges. What size to initially try/use (?)....my guess is anything between 0.005 and 0.010' thick. You might anticipate that your present wire probably gouged into the aluminum clamp surfaces. Check and lightly file it flat if necessary. Take care, Meredith On Thu, Aug 21, 2008 at 10:37 AM, JAMES ALLEN wrote: > Hello Meredith, Dick, Chris I rechecked the wire hinges coming from > mine. I do not have a micrometer, but there is one wire per hinge (black) > which is relatively rough and not shinny like piano wire but just as > springy. I suppose it is steel wire and smaller in diameter than that used > for a paper clip. Now, I am beginning to under stand that this must not be > original to the unit and should be a flat flexible hinge instead. Perhaps > that is the reason I have been having so much trouble getting the > seismometer boom to remain centered. > James Allen >
Hi James,

My wild Imagination says it might even be tough baling wire (ha); but of course I don't really know.

Heres another flat hinge spring source material scenario you could consider (assuming you will replace such).  It involves
automotive and/or machinist feeler/thickness gauge sets.  I've not actually checked; but one could assume the likelyhood
that chains like Autozone, etc., will have these readily on hand.  They usually come in ~ muliple sizes "leaves" of different
size thicknesses (usually marked thereon with the size thickness thereon).  They are stacked and anchored at one end, and can be
extended outward per each size.  They range ~ from one thousandth or so inch thick upward to roughly 20 thousandth of
a inch thick.  I think they are usually cheap per each set; I just saw Amazon.com, with sellers offering such at around
$3.60...but the sticker is; the high ~$6 shipping.  Obviously if you buy locally, its alot cheaper.  Anyway, you would need
two sets of such to get two same sizes of whatever you use.  Drill out the rivot anchor/s, and then you have all manner of sizes to
explore as hinges for your vertical.  Of course; nowadays, they could also be marked as metric, or even both ways thereon.

Actually, I think they are tougher and much less prone to "aquiring" accidental bent areas in them, than phosphur bronze or even
tempered blue spring stock/coil/shim.   You will still have to use a hand shear tool and reduce the widths; and a followup hand file
to get rid of the burrs along the cut edge.

I suppose they could be rather a ideal thickness variety set for any amateur seeking to build their own vertical hinges.

What size to initially try/use (?)....my guess is anything between 0.005 and 0.010' thick.

You might anticipate that your present wire probably gouged into the aluminum clamp surfaces.  Check and lightly file it flat if
necessary.

Take care, Meredith
 

On Thu, Aug 21, 2008 at 10:37 AM, JAMES ALLEN <jcallen1@...........> wrote:
Hello Meredith, Dick, Chris  I rechecked the wire hinges coming from mine.  I do not have a micrometer, but there is one wire per hinge (black) which is relatively rough and not shinny like piano wire but just as springy.  I suppose it is steel wire and smaller in diameter than that used for a paper clip.  Now, I am beginning to under stand that this must not be original to the unit and should be a flat flexible hinge instead.  Perhaps that is the reason I have been having so much trouble getting the seismometer boom to remain centered. 
James Allen

Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: ChrisAtUpw@....... Date: Thu, 21 Aug 2008 19:02:32 EDT In a message dated 2008/08/21, paleoartifact@......... writes: > It involves automotive and/or machinist feeler/thickness gauge sets. Hi Meredith, You can buy feeler gauge in strips, usually about 12" long in several widths. Bronze, steel and SS are available. The holes are made with a punch. Regards, Chris In a me= ssage dated 2008/08/21, paleoartifact@......... writes:

It involves automotive and/or=20= machinist feeler/thickness gauge sets.


Hi Meredith,

       You can buy feeler gauge in strips, usu= ally about 12" long in several widths. Bronze, steel and SS are available.
       The holes are made with a punch.

       Regards,

       Chris
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Thu, 21 Aug 2008 19:39:23 -0700 Thanks a million Meredith. I will buy a couple of them this weekend and = give it a try. BTW, the thread between You, Dick and Chris was = extremely helpful in causing me to rethink my situation involving my = vertical. I had just assumed that it was all stock until I read you = guys exchanges. I am much appreciative to all of you. James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Thursday, August 21, 2008 10:45 AM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER Hi James, My wild Imagination says it might even be tough baling wire (ha); but = of course I don't really know. Heres another flat hinge spring source material scenario you could = consider (assuming you will replace such). It involves automotive and/or machinist feeler/thickness gauge sets. I've not = actually checked; but one could assume the likelyhood that chains like Autozone, etc., will have these readily on hand. = They usually come in ~ muliple sizes "leaves" of different size thicknesses (usually marked thereon with the size thickness = thereon). They are stacked and anchored at one end, and can be extended outward per each size. They range ~ from one thousandth or = so inch thick upward to roughly 20 thousandth of a inch thick. I think they are usually cheap per each set; I just saw = Amazon.com, with sellers offering such at around $3.60...but the sticker is; the high ~$6 shipping. Obviously if you = buy locally, its alot cheaper. Anyway, you would need two sets of such to get two same sizes of whatever you use. Drill out = the rivot anchor/s, and then you have all manner of sizes to explore as hinges for your vertical. Of course; nowadays, they could = also be marked as metric, or even both ways thereon. Actually, I think they are tougher and much less prone to "aquiring" = accidental bent areas in them, than phosphur bronze or even tempered blue spring stock/coil/shim. You will still have to use a = hand shear tool and reduce the widths; and a followup hand file to get rid of the burrs along the cut edge. I suppose they could be rather a ideal thickness variety set for any = amateur seeking to build their own vertical hinges.=20 What size to initially try/use (?)....my guess is anything between = 0.005 and 0.010' thick. You might anticipate that your present wire probably gouged into the = aluminum clamp surfaces. Check and lightly file it flat if necessary. Take care, Meredith =20 On Thu, Aug 21, 2008 at 10:37 AM, JAMES ALLEN = wrote: Hello Meredith, Dick, Chris I rechecked the wire hinges coming from = mine. I do not have a micrometer, but there is one wire per hinge = (black) which is relatively rough and not shinny like piano wire but = just as springy. I suppose it is steel wire and smaller in diameter = than that used for a paper clip. Now, I am beginning to under stand = that this must not be original to the unit and should be a flat flexible = hinge instead. Perhaps that is the reason I have been having so much = trouble getting the seismometer boom to remain centered. =20 James Allen
Thanks a million Meredith.  I will = buy a=20 couple of them this weekend and give it a try.  BTW, the thread = between=20 You, Dick and Chris was extremely helpful in causing me to rethink my = situation=20 involving my vertical.  I had just assumed that it was all stock = until I=20 read you guys exchanges.  I am much appreciative to all of=20 you.
James Allen
----- Original Message -----
From:=20 meredith lamb
Sent: Thursday, August 21, 2008 = 10:45=20 AM
Subject: Re: SPRENGNETHER 201 = LONG PERIOD=20 VERTICAL SEISMOMETER

Hi James,

My wild Imagination says it might even = be tough=20 baling wire (ha); but of course I don't really know.

Heres = another flat=20 hinge spring source material scenario you could consider (assuming you = will=20 replace such).  It involves
automotive and/or machinist=20 feeler/thickness gauge sets.  I've not actually checked; but one = could=20 assume the likelyhood
that chains like Autozone, etc., will have = these=20 readily on hand.  They usually come in ~ muliple sizes "leaves" = of=20 different
size thicknesses (usually marked thereon with the size = thickness=20 thereon).  They are stacked and anchored at one end, and can=20 be
extended outward per each size.  They range ~ from one = thousandth=20 or so inch thick upward to roughly 20 thousandth of
a inch = thick.  I=20 think they are usually cheap per each set; I just saw Amazon.com, with = sellers=20 offering such at around
$3.60...but the sticker is; the high ~$6=20 shipping.  Obviously if you buy locally, its alot cheaper.  = Anyway,=20 you would need
two sets of such to get two same sizes of whatever = you=20 use.  Drill out the rivot anchor/s, and then you have all manner = of sizes=20 to
explore as hinges for your vertical.  Of course; nowadays, = they=20 could also be marked as metric, or even both ways = thereon.

Actually, I=20 think they are tougher and much less prone to "aquiring" accidental = bent areas=20 in them, than phosphur bronze or even
tempered blue spring = stock/coil/shim.=20   You will still have to use a hand shear tool and reduce the = widths; and=20 a followup hand file
to get rid of the burrs along the cut = edge.

I=20 suppose they could be rather a ideal thickness variety set for any = amateur=20 seeking to build their own vertical hinges.

What size to = initially=20 try/use (?)....my guess is anything between 0.005 and 0.010' = thick.

You=20 might anticipate that your present wire probably gouged into the = aluminum=20 clamp surfaces.  Check and lightly file it flat=20 if
necessary.

Take care, Meredith
 

On Thu, Aug 21, 2008 at 10:37 AM, JAMES ALLEN = <jcallen1@...........> = wrote:
Hello Meredith, Dick, Chris  I = rechecked=20 the wire hinges coming from mine.  I do not have a micrometer, = but=20 there is one wire per hinge (black) which is relatively rough and = not shinny=20 like piano wire but just as springy.  I suppose it is steel = wire and=20 smaller in diameter than that used for a paper clip.  Now, I am = beginning to under stand that this must not be original to the unit = and=20 should be a flat flexible hinge instead.  Perhaps that is the = reason I=20 have been having so much trouble getting the seismometer boom to = remain=20 centered. 
James Allen

Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Thu, 21 Aug 2008 22:39:22 -0600 James, You're welcome. You might also sometime check the 0.025" piano wire condition on either side/end of the main spring. Check that there is ~ a length (~3-6") of that wire coming out of the back top adjustment. Bigger hobby shops often carry such; and some of the more stocked Ace Hardware stores "might" also; its very cheap. With most sizes of about everything switching to metric sizes....who knows if it will be available afew years down the road....the upper wire compression screw adjustments are made for that size. Take care, Meredith On Thu, Aug 21, 2008 at 8:39 PM, JAMES ALLEN wrote: > Thanks a million Meredith. I will buy a couple of them this weekend and > give it a try. BTW, the thread between You, Dick and Chris was extremely > helpful in causing me to rethink my situation involving my vertical. I had > just assumed that it was all stock until I read you guys exchanges. I am > much appreciative to all of you. > James Allen >
James,
 
You're welcome. You might also sometime check the 0.025" piano wire condition on either side/end of the main spring.  Check that there is
~ a length (~3-6") of that wire coming out of the back top adjustment.  Bigger hobby shops often carry such; and some of the more stocked Ace Hardware stores "might" also; its very cheap.  With most sizes of about everything switching to metric sizes....who knows if it will be
available afew years down the road....the upper wire compression screw adjustments are made for that size.

Take care, Meredith


 
On Thu, Aug 21, 2008 at 8:39 PM, JAMES ALLEN <jcallen1@...........> wrote:
Thanks a million Meredith.  I will buy a couple of them this weekend and give it a try.  BTW, the thread between You, Dick and Chris was extremely helpful in causing me to rethink my situation involving my vertical.  I had just assumed that it was all stock until I read you guys exchanges.  I am much appreciative to all of you.
James Allen

Subject: hinges and/or leaf springs of Metglas? From: Charles Patton charles.r.patton@........ Date: Fri, 22 Aug 2008 13:34:26 -0700 Dr. Peters, In your experiments with mesoscale noise, did you experiment on amorphous metals such as Metglas? Do they exhibit the noise properties from the domain slippage of standard spring metals, i.e., are they quieter? Thanks, Charles Patton __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Verticle Sensor Design From: "Gary Lindgren" gel@................. Date: Fri, 22 Aug 2008 14:39:55 -0700 With all the discussion about the Sprengnether lately it got me thinking that I need to get my plans together for a vertical sensor. Not to long ago someone mentioned a good design for a vertical seismometer. Is there a picture handy and some words of advice. Thank you, Gary Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 650-326-0655 www.blue-eagle-technologies.com cymonsplace.blogspot.com

With all the discussion about the Sprengnether = lately it got me thinking that I need to get my plans together for a vertical sensor. = Not to long ago someone mentioned a good design for a vertical seismometer. Is = there a picture handy and some words of advice.

Thank you,

Gary

 

 

 

 

 

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655<= /span>

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 

Subject: Re: Verticle Sensor Design From: tchannel1@............ Date: Fri, 22 Aug 2008 15:54:21 -0600 Hi Gary, There are several verticals around. I have two designs which = have worked well for me. Email me if you don't already have pictures of = them. Ted ----- Original Message -----=20 From: Gary Lindgren=20 To: psn-l@................. Sent: Friday, August 22, 2008 3:39 PM Subject: Verticle Sensor Design With all the discussion about the Sprengnether lately it got me = thinking that I need to get my plans together for a vertical sensor. Not = to long ago someone mentioned a good design for a vertical seismometer. = Is there a picture handy and some words of advice. Thank you, Gary =20 =20 =20 =20 =20 =20 Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 =20 650-326-0655 =20 www.blue-eagle-technologies.com cymonsplace.blogspot.com=20 =20 =20
Hi Gary,  There are several = verticals=20 around.   I have two designs which have worked well for = me. =20 Email me if you don't already have pictures of them.
 
Ted
----- Original Message -----
From:=20 Gary=20 Lindgren
Sent: Friday, August 22, 2008 = 3:39=20 PM
Subject: Verticle Sensor = Design

With all the discussion about the Sprengnether = lately it=20 got me thinking that I need to get my plans together for a vertical = sensor.=20 Not to long ago someone mentioned a good design for a vertical = seismometer. Is=20 there a picture handy and some words of advice.

Thank you,

Gary

 

 

 

 

 

 

Gary=20 Lindgren

585=20 Lincoln Ave

Palo=20 Alto CA 94301

 

650-326-0655

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 

Subject: Re[2]: Verticle Sensor Design From: Angel sismos@.............. Date: Sat, 23 Aug 2008 00:02:04 +0000 Re[2]: Verticle Sensor Design

Hi Ted,


Please post the pictures of you verticals so we can all take a  look.


Angel


Friday, August 22, 2008, 9:54:21 PM, you wrote:


>

Hi Gary,  There are several verticals around.   I have two designs which have worked well for me.  Email me if you don't already have pictures of them.

 

Ted



Subject: Re: Verticle Sensor Design From: ChrisAtUpw@....... Date: Fri, 22 Aug 2008 20:08:52 EDT In a message dated 2008/08/22, gel@................. writes: > Not to long ago someone mentioned a good design for a vertical seismometer. > Is there a picture handy and some words of advice. Hi Gary, I think that this was on Sean Morrissey's old website. See http://www.bryantlabs.net/seismo.html The original plans, circuits, other details of the STM-8 are on http://www.eas.slu.edu/People/STMorrissey/index.html See also http://jclahr.com/science/psn/hill/index.html Regards, Chris Chapman In a me= ssage dated 2008/08/22, gel@................. writes:

Not to long ago someone mention= ed a good design for a vertical seismometer. Is there a picture handy and so= me words of advice.


Hi Gary,

       I think that this was on Sean Morrissey= 's old website. See
       http://www.bryantlabs.net/seismo.html        The original plans, circuits, other det= ails of the STM-8 are on http://www.eas.slu.edu/People/STMorrissey/index.htm= l

       See also http://jclahr.com/science/psn/= hill/index.html

       Regards,

       Chris Chapman
Subject: Re: Verticle Sensor Design From: Barry Lotz barry_lotz@............. Date: Fri, 22 Aug 2008 19:10:35 -0700 (PDT) Hi Gary I made two modest versions of Sean Thomas Morrissey's design, a 30" and a smaller 12" version. I have a few pictures of the 30" sensor on my beginning website www.seismicvault.com . As you can see there is some corrosion from the mild steel I used in certain locations. It's not the prettiest sensor but I have had very good response from it (prototype). The leaf spring is somewhat temperature sensitive so I installed a coil spring compensation made from a bimetal thermometer. I used an LVDT in the one pictured but I used a vrdt and feedback coil per STM in the 12" version. His descriptions and fabrication notes are very helpful. I run the sensor position output to a digital voltmeter in the house. With bumps of a push button switch I can keep the sensor fairly well centered with the balancing motor from Edward Scientific. Maybe some day Larry will have a multichannel 8 bit ADC and DAC included in a future design so balancing could be done in software. (hint, hint) Barry ChrisAtUpw@....... wrote: In a message dated 2008/08/22, gel@................. writes: Not to long ago someone mentioned a good design for a vertical seismometer. Is there a picture handy and some words of advice. Hi Gary, I think that this was on Sean Morrissey's old website. See http://www.bryantlabs.net/seismo.html The original plans, circuits, other details of the STM-8 are on http://www.eas.slu.edu/People/STMorrissey/index.html See also http://jclahr.com/science/psn/hill/index.html Regards, Chris Chapman
Hi Gary
I made two modest versions of Sean Thomas Morrissey's design, a 30" and a smaller 12" version. I have a few pictures of the 30" sensor on my beginning website www.seismicvault.com .  As you can see there is some corrosion from the mild steel I used in certain locations. It's not the prettiest sensor but I have had very good response from it (prototype). The leaf spring is somewhat temperature sensitive so I installed a coil spring compensation made from a bimetal thermometer. I used an LVDT in the one pictured but I used a vrdt and feedback coil per STM in the 12" version. His descriptions and fabrication notes are very helpful. I run the sensor position output to a digital voltmeter in the house. With bumps of a push button switch I can keep the sensor fairly well centered with the balancing motor from Edward Scientific. Maybe some day Larry will have a multichannel 8 bit ADC and DAC included in a future design so balancing could be done in software. (hint, hint)
Barry
 


ChrisAtUpw@....... wrote:
In a message dated 2008/08/22, gel@................. writes:

Not to long ago someone mentioned a good design for a vertical seismometer. Is there a picture handy and some words of advice.


Hi Gary,

       I think that this was on Sean Morrissey's old website. See
       http://www.bryantlabs.net/seismo.html
       The original plans, circuits, other details of the STM-8 are on http://www.eas.slu.edu/People/STMorrissey/index.html

       See also http://jclahr.com/science/psn/hill/index.html

       Regards,

       Chris Chapman

Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Fri, 22 Aug 2008 19:55:09 -0700 Meredith, Dick, Chris and others You mentioned and I have seen pictures of 201 vertical seismometers with = a wire inserted in the back top adjustment mechanism. However, I = suppose mine is a little weird in that my upper spring adjustment screw = has at the top a tension adjustment nut and a locking nut but at the = screws lower end (without threads) an opening to directly accept the = straight and flatten 1" piece of the spring. There are two allen type = screws to tighten the spring extension in this opening. At the bottom = end of the spring there is an approximately 2 1/2" straight and = flattened piece of the spring that is inserted into the lead mass = assembly secured with two allen type screws. I am going to be looking = for feeler guages tomorrow to replace the wires that are currently being = used as hinges as discussed in you guys previous threads. However, I = was wondering if any of you have the above described unconventional = upper spring attachment like mine. Also, doew anyone have a picture of = the hinge metal used since the exploded view in the Sprengnether manual = does not really show it clearly. James Allen James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Thursday, August 21, 2008 9:39 PM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER James, You're welcome. You might also sometime check the 0.025" piano wire = condition on either side/end of the main spring. Check that there is ~ a length (~3-6") of that wire coming out of the back top adjustment. = Bigger hobby shops often carry such; and some of the more stocked Ace = Hardware stores "might" also; its very cheap. With most sizes of about = everything switching to metric sizes....who knows if it will be available afew years down the road....the upper wire compression screw = adjustments are made for that size. Take care, Meredith =20 On Thu, Aug 21, 2008 at 8:39 PM, JAMES ALLEN = wrote: Thanks a million Meredith. I will buy a couple of them this weekend = and give it a try. BTW, the thread between You, Dick and Chris was = extremely helpful in causing me to rethink my situation involving my = vertical. I had just assumed that it was all stock until I read you = guys exchanges. I am much appreciative to all of you. James Allen
Meredith, Dick, Chris and = others
You mentioned and I have seen pictures = of 201=20 vertical seismometers with a wire inserted in the back top adjustment=20 mechanism.  However, I suppose mine is a little weird in that my = upper=20 spring adjustment screw has at the top a tension adjustment nut and = a=20 locking nut but at the screws lower end (without threads) an = opening to=20 directly accept the straight and flatten 1" piece of the spring.  = There are=20 two allen type screws to tighten the spring extension in this=20 opening.  At the bottom end of the spring there is an = approximately 2=20 1/2" straight  and flattened piece of the spring that is inserted=20 into the lead mass assembly secured with two allen type = screws. =20 I am going to be looking for feeler guages tomorrow to replace the wires = that=20 are currently being used as hinges as discussed in you guys previous=20 threads.  However, I was wondering if any of you have the above = described=20 unconventional upper spring attachment like mine.  Also, doew = anyone have a=20 picture of the hinge metal used since the exploded view in the = Sprengnether=20 manual does not really show it clearly.
James Allen
James Allen
----- Original Message -----
From:=20 meredith lamb
Sent: Thursday, August 21, 2008 = 9:39=20 PM
Subject: Re: SPRENGNETHER 201 = LONG PERIOD=20 VERTICAL SEISMOMETER

James,
 
You're welcome. You might also sometime check the 0.025" piano = wire=20 condition on either side/end of the main spring.  Check that = there=20 is
~ a length (~3-6") of that wire coming out of the back top=20 adjustment.  Bigger hobby shops often carry such; and some of the = more=20 stocked Ace Hardware stores "might" also; its very cheap.  With = most=20 sizes of about everything switching to metric sizes....who knows if it = will=20 be
available afew years down the road....the upper wire compression = screw=20 adjustments are made for that size.

Take care, = Meredith


 
On Thu, Aug 21, 2008 at 8:39 PM, JAMES ALLEN = <jcallen1@...........> wrote:
Thanks a million Meredith.  I = will buy a=20 couple of them this weekend and give it a try.  BTW, the thread = between=20 You, Dick and Chris was extremely helpful in causing me to rethink = my=20 situation involving my vertical.  I had just assumed that it = was all=20 stock until I read you guys exchanges.  I am much appreciative = to all=20 of you.
James=20 = Allen

= Subject: Re: Verticle Sensor Design From: ChrisAtUpw@....... Date: Sat, 23 Aug 2008 00:53:41 EDT In a message dated 2008/08/23, barry_lotz@............. writes: > I made two modest versions of Sean Thomas Morrissey's design, a 30" and a > smaller 12" version. Hi Barry, What periods do you get from your seismometers, please? Do you experience any serious tilt driifts with the Lehmans, please? Regards, Chris Chapman In a me= ssage dated 2008/08/23, barry_lotz@............. writes:

I made two modest versions of S= ean Thomas Morrissey's design, a 30" and a smaller 12" version.

Hi Barry,

       What periods do you get from your seism= ometers, please?

       Do you experience any serious tilt drii= fts with the Lehmans, please?

       Regards,

       Chris Chapman
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Fri, 22 Aug 2008 23:22:08 -0600 Hi James, Everything is possible; and from your text some "seem" different. You might review the pictures on the following url, and confirm if its different: http://www.geocities.com/meredithlamb/page029.html There is pictures of the installed hinge/s on: http://www.geocities.com/meredithlamb/page026.html I presume you either have or have acquired a (~helpful) setup manuel, and its totally understood? Use the 3 brass (could be anything 1/4" in diameter X ~2-3" in length) boom/frame locking pins...otherwise the boom can rapidly move up/down/backward, and mulitiple damage can occur when the hinges are loosened/removed. For the coils wire and its breakable plastic form safety sake...gingerly remove the two magnets prior to hinge removal also....damaged or ruined coils would put it out of operation; and they aren't commercially replaceable. In a REAL sense the coils are the most precious parts of the seismo. The coil form and magnets are a tight fit; you will likely have to gingerly align/move, lock it down only if their is absolutely no sensed or sound from coil/magnet very slight boom frame movement rubbing contact. Its also a opportunity to check and remove any debris in the magnet; or remove any possible rust. Don't rush anything uniformed or be mentally unprepared whatsoever ......if it takes several days or more to do, thats fine. Being as I've read nothing on the spring 0.025" wires condition....I presume they are OK....thats a much tougher job to replace. Take care, Meredith On Fri, Aug 22, 2008 at 8:55 PM, JAMES ALLEN wrote: > Meredith, Dick, Chris and others > You mentioned and I have seen pictures of 201 vertical seismometers with a > wire inserted in the back top adjustment mechanism. However, I suppose mine > is a little weird in that my upper spring adjustment screw has at the top a > tension adjustment nut and a locking nut but at the screws lower end > (without threads) an opening to directly accept the straight and flatten 1" > piece of the spring. There are two allen type screws to tighten the spring > extension in this opening. At the bottom end of the spring there is an > approximately 2 1/2" straight and flattened piece of the spring that is > inserted into the lead mass assembly secured with two allen type screws. I > am going to be looking for feeler guages tomorrow to replace the wires that > are currently being used as hinges as discussed in you guys previous > threads. However, I was wondering if any of you have the above described > unconventional upper spring attachment like mine. Also, doew anyone have a > picture of the hinge metal used since the exploded view in the Sprengnether > manual does not really show it clearly. > James Allen > James Allen >
Hi James,

Everything is possible; and from your text some "seem" different.  You might review the pictures on the following url, and confirm if its different:

http://www.geocities.com/meredithlamb/page029.html

There is pictures of the installed hinge/s on:

http://www.geocities.com/meredithlamb/page026.html

I presume you either have or have acquired a (~helpful) setup manuel, and its totally understood?  Use the 3 brass (could be anything 1/4" in
diameter X ~2-3" in length) boom/frame locking pins...otherwise the boom can rapidly move up/down/backward, and mulitiple damage can occur when the hinges are loosened/removed. 

For the coils wire and its breakable plastic form safety sake...gingerly remove the two magnets prior to hinge removal also....damaged or ruined coils would put it out of operation; and they aren't commercially replaceable.  In a REAL sense the coils are the most precious parts of the seismo.  The coil form and magnets are a tight fit; you will likely have to gingerly align/move, lock it down only if their is absolutely no sensed or sound from coil/magnet very slight boom frame movement rubbing contact.   Its also a opportunity to check and remove any debris
in the magnet; or remove any possible rust.

Don't rush anything uniformed or be mentally unprepared whatsoever ......if it takes several days or more to do, thats fine.

Being as I've read nothing on the spring 0.025" wires condition....I presume they are OK....thats a much tougher job to replace.

Take care, Meredith


On Fri, Aug 22, 2008 at 8:55 PM, JAMES ALLEN <jcallen1@...........> wrote:
Meredith, Dick, Chris and others
You mentioned and I have seen pictures of 201 vertical seismometers with a wire inserted in the back top adjustment mechanism.  However, I suppose mine is a little weird in that my upper spring adjustment screw has at the top a tension adjustment nut and a locking nut but at the screws lower end (without threads) an opening to directly accept the straight and flatten 1" piece of the spring.  There are two allen type screws to tighten the spring extension in this opening.  At the bottom end of the spring there is an approximately 2 1/2" straight  and flattened piece of the spring that is inserted into the lead mass assembly secured with two allen type screws.  I am going to be looking for feeler guages tomorrow to replace the wires that are currently being used as hinges as discussed in you guys previous threads.  However, I was wondering if any of you have the above described unconventional upper spring attachment like mine.  Also, doew anyone have a picture of the hinge metal used since the exploded view in the Sprengnether manual does not really show it clearly.
James Allen
James Allen

Subject: Re: Verticle Sensor Design From: "meredith lamb" paleoartifact@......... Date: Sat, 23 Aug 2008 12:23:55 -0600 Hi Gary and all, Amateur verticals (the more popular published ones), as you've probably noticed, are really shall we say; quite diverse in their final published suggested sensor pickup use. Obviously, one can build the selected mechanical equivalent and substitute whatever output sensor you really know/feel comfortable making/building/using and henceforth go from there inasfar as electronic amplification, period extension, feed back and so on....at least in what is available for such choice. If one really gets down to the nitty-gritty...its going to be the old coil-magnet models that 95% of the amateurs will actually build in my opinion. Complicated sensor electronics is for those that already possess the ability, tools, material and time to devote in the building for doing so. Its too bad that the electronic circuits for some can't be bought. Although I've not yet tried to duplicate any of the published models; their is one in particular that (mechanically) really draws my interest and it offers a variety of improvements that I think is worth paying ALOT more attention to. Its the Randall Peters vertical at: http://physics.mercer.edu/hpage/new-zhtml The web site details offer up very significant pivot friction lowering points; but doesn't delve into any amateur construction details. If one mechanically "thinks outside the box", its likely that a wide variety of some substitutions of material could be arrived at. Note the front two leveling screws; that setup will help give more mechanically stability. A square frame overall, can help for stability and afixing whatever sensor arrangement thats desired. The spring "looks" like a common hardware store door spring; but it may have been cut to a certain length (?). How would it be with a coil-magnet sensor (?), I really don't know; but I'am sure it will be much better in overall mass enertia sensitivity and the length of the period will be noteably longer than any other low cost model thats presently around. Take care, Meredith On Fri, Aug 22, 2008 at 3:39 PM, Gary Lindgren wrote: > With all the discussion about the Sprengnether lately it got me thinking > that I need to get my plans together for a vertical sensor. Not to long ago > someone mentioned a good design for a vertical seismometer. Is there a > picture handy and some words of advice. > > Thank you, > > Gary > > > > > > > > > > > > > > *Gary Lindgren*** > > *585 Lincoln Ave*** > > *Palo Alto CA 94301*** > > > > 650-326-0655 > > > > www.blue-eagle-technologies.com > > cymonsplace.blogspot.com > > > > >
Hi Gary and all,

Amateur verticals (the more popular published ones), as you've probably noticed, are really shall we say; quite diverse in their final
published suggested sensor pickup use.   Obviously, one can build the selected mechanical equivalent and substitute whatever output
sensor you really know/feel comfortable making/building/using and henceforth go from there inasfar as electronic amplification, period
extension, feed back and so on....at least in what is available for such choice.

If one really gets down to the nitty-gritty...its going to be the old coil-magnet models that 95% of the amateurs will actually build in
my opinion.  Complicated sensor electronics is for those that already possess the ability, tools, material and  time to devote in the
building for doing so.  Its too bad that the electronic circuits for some can't be bought.

Although I've not yet tried to duplicate any of the published models; their is one in particular that (mechanically) really draws my
interest and it offers a variety of improvements that I think is worth paying ALOT more attention to.  Its the Randall Peters vertical at:

http://physics.mercer.edu/hpage/new-zhtml

The web site details offer up very significant pivot friction lowering points; but doesn't delve into any amateur construction details.
If one mechanically "thinks outside the box", its likely that a wide variety of some substitutions of material could be arrived at.

Note the front two leveling screws; that setup will help give more mechanically stability.  A square frame overall, can help for
stability and afixing whatever sensor arrangement thats desired.  The spring "looks" like a common hardware store door spring; but
it may have been cut to a certain length (?).

How would it be with a coil-magnet sensor (?), I really don't know; but I'am sure it will be much better in overall mass enertia
sensitivity and the length of the period will be noteably longer than any other low cost model thats presently around.

Take care, Meredith



 

On Fri, Aug 22, 2008 at 3:39 PM, Gary Lindgren <gel@.................> wrote:

With all the discussion about the Sprengnether lately it got me thinking that I need to get my plans together for a vertical sensor. Not to long ago someone mentioned a good design for a vertical seismometer. Is there a picture handy and some words of advice.

Thank you,

Gary

 

 

 

 

 

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 


Subject: Re: Verticle Sensor Design From: "Les LaZar" llazar@.................. Date: Sat, 23 Aug 2008 13:49:43 -0700 The URL for Randall Peters' vertical seismometer needs a period between = the z and the html: http://physics.mercer.edu/hpage/new-z.html Regards, Les ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Saturday, August 23, 2008 11:23 AM Subject: Re: Verticle Sensor Design Hi Gary and all, Amateur verticals (the more popular published ones), as you've = probably noticed, are really shall we say; quite diverse in their final published suggested sensor pickup use. Obviously, one can build the = selected mechanical equivalent and substitute whatever output sensor you really know/feel comfortable making/building/using and = henceforth go from there inasfar as electronic amplification, period extension, feed back and so on....at least in what is available for = such choice. If one really gets down to the nitty-gritty...its going to be the old = coil-magnet models that 95% of the amateurs will actually build in my opinion. Complicated sensor electronics is for those that already = possess the ability, tools, material and time to devote in the building for doing so. Its too bad that the electronic circuits for = some can't be bought. Although I've not yet tried to duplicate any of the published models; = their is one in particular that (mechanically) really draws my interest and it offers a variety of improvements that I think is worth = paying ALOT more attention to. Its the Randall Peters vertical at: http://physics.mercer.edu/hpage/new-zhtml The web site details offer up very significant pivot friction lowering = points; but doesn't delve into any amateur construction details. If one mechanically "thinks outside the box", its likely that a wide = variety of some substitutions of material could be arrived at. Note the front two leveling screws; that setup will help give more = mechanically stability. A square frame overall, can help for stability and afixing whatever sensor arrangement thats desired. The = spring "looks" like a common hardware store door spring; but it may have been cut to a certain length (?). How would it be with a coil-magnet sensor (?), I really don't know; = but I'am sure it will be much better in overall mass enertia=20 sensitivity and the length of the period will be noteably longer than = any other low cost model thats presently around. Take care, Meredith =20 On Fri, Aug 22, 2008 at 3:39 PM, Gary Lindgren = wrote: With all the discussion about the Sprengnether lately it got me = thinking that I need to get my plans together for a vertical sensor. Not = to long ago someone mentioned a good design for a vertical seismometer. = Is there a picture handy and some words of advice. Thank you, Gary Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 650-326-0655 www.blue-eagle-technologies.com cymonsplace.blogspot.com=20
The URL for Randall Peters' vertical = seismometer=20 needs a period between the z and the html:
 
http://physics.mercer= ..edu/hpage/new-z.html
 
Regards,
 
Les
----- Original Message -----
From:=20 meredith lamb
Sent: Saturday, August 23, 2008 = 11:23=20 AM
Subject: Re: Verticle Sensor = Design

Hi Gary and all,

Amateur verticals (the more = popular=20 published ones), as you've probably noticed, are really shall we say; = quite=20 diverse in their final
published suggested sensor pickup use. =  =20 Obviously, one can build the selected mechanical equivalent and = substitute=20 whatever output
sensor you really know/feel comfortable=20 making/building/using and henceforth go from there inasfar as = electronic=20 amplification, period
extension, feed back and so on....at least in = what is=20 available for such choice.

If one really gets down to the=20 nitty-gritty...its going to be the old coil-magnet models that 95% of = the=20 amateurs will actually build in
my opinion.  Complicated = sensor=20 electronics is for those that already possess the ability, tools, = material=20 and  time to devote in the
building for doing so.  Its = too bad=20 that the electronic circuits for some can't be bought.

Although = I've=20 not yet tried to duplicate any of the published models; their is one = in=20 particular that (mechanically) really draws my
interest and it = offers a=20 variety of improvements that I think is worth paying ALOT more = attention=20 to.  Its the Randall Peters vertical at:

http://physics.mercer.edu/hpage/new-zhtml

The = web=20 site details offer up very significant pivot friction lowering points; = but=20 doesn't delve into any amateur construction details.
If one = mechanically=20 "thinks outside the box", its likely that a wide variety of some = substitutions=20 of material could be arrived at.

Note the front two leveling = screws;=20 that setup will help give more mechanically stability.  A square = frame=20 overall, can help for
stability and afixing whatever sensor = arrangement=20 thats desired.  The spring "looks" like a common hardware store = door=20 spring; but
it may have been cut to a certain length = (?).

How would=20 it be with a coil-magnet sensor (?), I really don't know; but I'am = sure it=20 will be much better in overall mass enertia
sensitivity and the = length of=20 the period will be noteably longer than any other low cost model thats = presently around.

Take care, = Meredith



 

On Fri, Aug 22, 2008 at 3:39 PM, Gary = Lindgren <gel@.................> wrote:

With all the discussion about the Sprengnether lately it got me = thinking=20 that I need to get my plans together for a vertical sensor. Not to = long ago=20 someone mentioned a good design for a vertical seismometer. Is there = a=20 picture handy and some words of advice.

Thank you,

Gary

 

 

 

 

 

 

Gary=20 Lindgren

585 = Lincoln=20 Ave

Palo = Alto CA=20 94301

 

650-326-0655

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

=

 


Subject: Re: Verticle Sensor Design From: ChrisAtUpw@....... Date: Sat, 23 Aug 2008 18:50:47 EDT In a message dated 2008/08/23, paleoartifact@......... writes: > Hi Gary and all, > Amateur verticals (the more popular published ones), as you've probably > noticed, are quite diverse in their final published suggested sensor pickup use. > Obviously, one can build the selected mechanical equivalent and substitute > whatever output sensor you really know / feel comfortable making / building / > using and henceforth go from there inasfar as electronic amplification, period > extension, feed back and so on.... at least in what is available for such > choice. > > If one really gets down to the nitty-gritty... it's going to be the old > coil-magnet models that 95% of the amateurs will actually build in my opinion. > Complicated sensor electronics is for those that already possess the ability, > tools, material and time to devote in the building for doing so. Its too bad > that the electronic circuits for some can't be bought. Hi Meredith, Following a proven circuit design should not be too difficult, surely? > Although I've not yet tried to duplicate any of the published models; their > is one in particular that (mechanically) really draws my interest and it > offers a variety of improvements that I think is worth paying A LOT more > attention to. Its the Randall Peters vertical at: > http://physics.mercer.edu/hpage/new-zhtml NB: That should be http://physics.mercer.edu/hpage/new-z.html > The web site details offer up very significant pivot friction lowering > points; but doesn't delve into any amateur construction details. > If one mechanically "thinks outside the box", its likely that a wide variety > of some substitutions of material could be arrived at. > > Note the front two leveling screws; that setup will help give more > mechanically stability. A square frame overall, can help for stability and for fixing > whatever sensor arrangement that is desired. The spring "looks" like a > common hardware store door spring; but it may have been cut to a certain length > (?). > > How would it be with a coil-magnet sensor (?), I really don't know; but I'am > sure it will be much better in overall mass enertia sensitivity and the > length of the period will be noteably longer than any other low cost model thats > presently around. A coil + magnet sensor would likely give a very inferior performance. You can extend the period below the resonant frequency by x10 fairly easily, but it still has a fairly high inherent noise level and the f^2 drop off in response. It is this square law relationship which limits the period extension, due to circuit noise. A capacitative linear position sensor is fitted to a vertical mechanical system which has a relatively short period. This allows the mechanical period to be extended by x100 or more fairly easily. Capacitative detectors also normally have MUCH lower noise levels than magnet + coil systems. And you CAN buy a specialist chip to drive one. See the Analog Devices AD7745 & AD7746 types. There are OTHER capacitative designs on the www using the LTC1043. The only other chip which might be useful for LVDTs is the AD598AD, but Digikey charge $61.82 each. You would have to add efficient low pass filters, since the output is quite noisy. AD don't seem to quote the inherent circuit noise. The max drift is +/- 50 ppm / C Deg, typically 7 ppm, but the excitation drift is 600 ppm / C Deg. Regards, Chris Chapman In a me= ssage dated 2008/08/23, paleoartifact@......... writes:

Hi Gary and all,
Amateur verticals (the more popular published ones), as you've probably noti= ced, are quite diverse in their final published suggested sensor pickup use.= Obviously, one can build the selected mechanical equivalent and substitute=20= whatever output sensor you really know / feel comfortable making / building=20= / using and henceforth go from there inasfar as electronic amplification, pe= riod extension, feed back and so on.... at least in what is available for su= ch choice.

If one really gets down to the nitty-gritty... it's going to be the old coil= -magnet models that 95% of the amateurs will actually build in my opinion. C= omplicated sensor electronics is for those that already possess the ability,= tools, material and  time to devote in the building for doing so. Its=20= too bad that the electronic circuits for some can't be bought.


Hi Meredith,

    Following a proven circuit design should not be too diffi= cult, surely?

Although I've not yet tried to=20= duplicate any of the published models; their is one in particular that (mech= anically) really draws my interest and it offers a variety of improvements t= hat I think is worth paying A LOT more attention to.  Its the Randall P= eters vertical at: htt= p://physics.mercer.edu/hpage/new-zhtml


       NB: That should be http://physics.merc= er.edu/hpage/new-z.html

The web site details offer up v= ery significant pivot friction lowering points; but doesn't delve into any a= mateur construction details.
If one mechanically "thinks outside the box", its likely that a wide variety= of some substitutions of material could be arrived at.

Note the front two leveling screws; that setup will help give more mechanica= lly stability.  A square frame overall, can help for stability and for=20= fixing whatever sensor arrangement that is desired.  The spring "looks"= like a common hardware store door spring; but it may have been cut to a cer= tain length (?).

How would it be with a coil-magnet sensor (?), I really don't know; but I'am= sure it will be much better in overall mass enertia sensitivity and the len= gth of the period will be noteably longer than any other low cost model that= s presently around.


        A coil + magnet sensor would like= ly give a very inferior performance. You can extend the period below the res= onant frequency by x10 fairly easily, but it still has a fairly high inheren= t noise level and the f^2 drop off in response. It is this square law relati= onship which limits the period extension, due to circuit noise.

       A capacitative linear position sensor i= s fitted to a vertical mechanical system which has a relatively short period= .. This allows the mechanical period to be extended by x100 or more fairly ea= sily. Capacitative detectors also normally have MUCH lower noise levels than= magnet + coil systems. And you CAN buy a specialist chip to drive one. See=20= the Analog Devices AD7745 & AD7746 types. There are OTHER capacitative d= esigns on the www using the LTC1043.
      
       The only other chip which might be usef= ul for LVDTs is the AD598AD, but Digikey charge $61.82 each. You would have=20= to add efficient low pass filters, since the output is quite noisy. AD don't= seem to quote the inherent circuit noise. The max drift is +/- 50 ppm / C D= eg, typically 7 ppm, but the excitation drift is 600 ppm / C Deg.

       Regards,

       Chris Chapman
Subject: Interesting Vertical Seismometer From: "Kay Wyatt" kwyatt@............. Date: Sat, 23 Aug 2008 18:24:46 -0700 Randall, I took a look at your website at http://physics.mercer.edu/hpage/new-z.html and found it most interesting. Do you have any more photos of the device from different angles? Kay Wyatt __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Sat, 23 Aug 2008 21:37:45 -0700 Dick, Meredith, Chris: I would like to thank you for the help that you provided regarding the 201 Sprengnether seis. I had been trying off and on for over a year to get it to oscillate as described in the manual with no luck. Because of you guys thread I found out that it would not work because someone had replaced the original hinge with inappropriate steel wire. Upon replacing the wire with shim brass like described in Dicks email, it centers and oscillates like described in the manual. I used brass until I can find a piece of phosporus bronze which I understand would even be better. Anyway, I really appreciate you guys help since I was about to give up and put it on Ebay. James Allen ----- Original Message ----- From: "Dick Webb" To: Sent: Wednesday, August 20, 2008 2:57 PM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER > Sorry, that was 0.4 to 0.5 mm thick. I only have a non digital old time > mechanical micrometer. > Dick > > Dick Webb wrote: >> The dimensions are 0.05 mm thick by 6.3 mm wide and 4.5 cm long. Also, >> there are three holes at each end, the space between the central holes is >> 2.3 cm. It looks kind of like this: 000 000 >> >> Hope this helps. >> Dick >> >> meredith lamb wrote: >>> Hi Chris, >>> >>> Excellent! >>> >>> The two separate masses weigh a total of 20 pounds. The absolute >>> maximum width of the spring allowed within the >>> clamp is 0.311"; it could obviously contain a smaller width ~ 0.25", for >>> much easier insertion/replacement. >>> >>> As a possible material prelude; I do have 0.007", and 0.014" thick >>> phosphor bronze shim roll stock. I also have >>> 0.010" thick blue tempered hardened steel spring shim roll stock. All >>> old but never used. All would need cutting >>> down and cut edge filing deburring to fit the flat clamp size >>> firmly/easily; all the spring widths are more than 0.311". >>> Take care, Meredith >>> >>> >>> >>> >>> On Wed, Aug 20, 2008 at 8:17 AM, >> > wrote: >>> >>> In a message dated 2008/08/20, dwebb002@............. >>> writes: >>> >>>> I have a few pieces of the original and will measure the width and >>>> thickness as soon as I find a micrometer. I can attest that they >>>> are >>>> rather fragile. I don't know the composition but they have a >>>> brassy >>>> appearance. >>>> Dick >>> >>> >>> Hi Dick, James , Meredith, >>> >>> If you can give me the seismic mass and the maximum width >>> of the clamp strip, we can work out the thickness required quite >>> easily. The wire was almost certainly a repair. >>> It is very unlikely to be brass, but it could well be >>> bronze or phosphor bronze strip. You might also consider a SS >>> replacement? >>> >>> Regards, >>> >>> Chris Chapman >>> >> > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with the body of the > message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Sun, 24 Aug 2008 09:35:04 -0700 Meredith: Would you consider mailing me a small strip of your phosphor bronze to = use as a hinge. Haven't been able to find it locally. If so, my = address is: 13230 Aclare Street, Cerritos, California 90703. Or, it you know of a supplier I could purchase some. Either way, I very much appreciate your help and the guidance you have = provided to me directly and through reading your postings to the list = over the years. James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Wednesday, August 20, 2008 9:05 PM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER Hi Dick, OK on the spring. Have to admit I'am surprised. On Wed, Aug 20, 2008 at 9:15 PM, Dick Webb = wrote: Meredith, Actually they came with part number 990-09091-0101 which makes me = think they are real Sprengnether parts. Dick
Meredith:
Would you consider mailing me a small = strip of your=20 phosphor bronze to use as a hinge.  Haven't been able to find it=20 locally.  If so, my address is:
13230 Aclare Street, Cerritos, = California=20 90703.
Or, it you know of a supplier I could = purchase=20 some.
Either way, I very much appreciate your = help and=20 the guidance you have provided to me directly and through reading your = postings=20 to the list over the years.
James Allen
----- Original Message -----
From:=20 meredith lamb
Sent: Wednesday, August 20, = 2008 9:05=20 PM
Subject: Re: SPRENGNETHER 201 = LONG PERIOD=20 VERTICAL SEISMOMETER

Hi Dick,

OK on the spring.  Have to admit = I'am=20 surprised.

On Wed, Aug 20, 2008 at 9:15 PM, Dick Webb = <dwebb002@.............>=20 wrote:
Meredith,

Actually=20 they came with part number 990-09091-0101 which makes me think they = are real=20 Sprengnether=20 parts.
Dick


Subject: Nicaragua quake 8/24/08 From: "Thomas Dick" dickthomas01@............. Date: Sun, 24 Aug 2008 09:24:47 -0500 Very quiet around here the last twenty four hours. I am around 26 degrees from this quake. Did anyone notice a 16 sec phase between the PCP and S wave? __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Nicaragua quake 8/24/08 From: rbenitez@........ Date: Sun, 24 Aug 2008 12:36:10 -0500 (CDT) There is no such a difference between S and PCP around here. I have posted raw data events at the PSN for this quake. There has been a lot of microseisms and minor quakes in this region, lately, most of them from main plates boundaries. Can you please post what you have got? Rolando Fraijanes, Guatemala > Very quiet around here the last twenty four hours. I am around 26 degrees > from this quake. Did anyone notice a 16 sec phase between the PCP and S > wave? > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: Dick Webb dwebb002@............. Date: Sun, 24 Aug 2008 10:33:30 -0400 Never, ever give up! Old seismometers are something to be preserved and used. Dick JAMES ALLEN wrote: > Dick, Meredith, Chris: I would like to thank you for the help that > you provided regarding the 201 Sprengnether seis. I had been trying > off and on for over a year to get it to oscillate as described in the > manual with no luck. Because of you guys thread I found out that it > would not work because someone had replaced the original hinge with > inappropriate steel wire. Upon replacing the wire with shim brass > like described in Dicks email, it centers and oscillates like > described in the manual. I used brass until I can find a piece of > phosporus bronze which I understand would even be better. Anyway, I > really appreciate you guys help since I was about to give up and put > it on Ebay. > James Allen > ----- Original Message ----- From: "Dick Webb" > To: > Sent: Wednesday, August 20, 2008 2:57 PM > Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER > > >> Sorry, that was 0.4 to 0.5 mm thick. I only have a non digital old >> time mechanical micrometer. >> Dick >> >> Dick Webb wrote: >>> The dimensions are 0.05 mm thick by 6.3 mm wide and 4.5 cm long. >>> Also, there are three holes at each end, the space between the >>> central holes is 2.3 cm. It looks kind of like this: >>> 000 000 >>> >>> Hope this helps. >>> Dick >>> >>> meredith lamb wrote: >>>> Hi Chris, >>>> >>>> Excellent! >>>> >>>> The two separate masses weigh a total of 20 pounds. The absolute >>>> maximum width of the spring allowed within the >>>> clamp is 0.311"; it could obviously contain a smaller width ~ >>>> 0.25", for much easier insertion/replacement. >>>> >>>> As a possible material prelude; I do have 0.007", and 0.014" thick >>>> phosphor bronze shim roll stock. I also have >>>> 0.010" thick blue tempered hardened steel spring shim roll stock. >>>> All old but never used. All would need cutting >>>> down and cut edge filing deburring to fit the flat clamp size >>>> firmly/easily; all the spring widths are more than 0.311". >>>> Take care, Meredith >>>> >>>> >>>> >>>> >>>> On Wed, Aug 20, 2008 at 8:17 AM, >>> > wrote: >>>> >>>> In a message dated 2008/08/20, dwebb002@............. >>>> writes: >>>> >>>>> I have a few pieces of the original and will measure the width >>>>> and >>>>> thickness as soon as I find a micrometer. I can attest that they >>>>> are >>>>> rather fragile. I don't know the composition but they have a >>>>> brassy >>>>> appearance. >>>>> Dick >>>> >>>> >>>> Hi Dick, James , Meredith, >>>> >>>> If you can give me the seismic mass and the maximum width >>>> of the clamp strip, we can work out the thickness required quite >>>> easily. The wire was almost certainly a repair. >>>> It is very unlikely to be brass, but it could well be >>>> bronze or phosphor bronze strip. You might also consider a SS >>>> replacement? >>>> >>>> Regards, >>>> >>>> Chris Chapman >>>> >>> >> __________________________________________________________ >> >> Public Seismic Network Mailing List (PSN-L) >> >> To leave this list email PSN-L-REQUEST@.............. with the body >> of the message (first line only): unsubscribe >> See http://www.seismicnet.com/maillist.html for more information. >> > > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with the body of > the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Nicaragua quake 8/24/08 From: "Thomas Dick" dickthomas01@............. Date: Sun, 24 Aug 2008 14:30:19 -0500 posted as you wish .... it has been so quiet here I just wondered what might has caused this... it is even on the N-S geophone to a lesser extent (amplitude) __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Nicaragua quake 8/24/08 From: rbenitez@........ Date: Sun, 24 Aug 2008 14:59:09 -0500 (CDT) Thanks for the post. Yes, it looks odd. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Vertical Seismometers From: "Gary Lindgren" gel@................. Date: Sun, 24 Aug 2008 17:32:44 -0700 There is wide range of vertical seismometer design concepts to choose from. My first inclination would be to go with the Sean Thomas Morrissey's concept. It would sure be nice to have a vertical with an equivalent 50ft beam length in a 2 sq. ft space. But the design detail and drift issues would seem to be a problem. As a few mentioned, the Randall Peters design http://physics.mercer.edu/hpage/new-z.html looks interesting. But I have a few questions: 1. What is a capacitive linear position sensor. 2. If feedback is used, where does that go and what means to move the moment arm. Gary Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 650-326-0655 www.blue-eagle-technologies.com cymonsplace.blogspot.com

There is wide range of vertical seismometer design = concepts to choose from. My first inclination would be to go with the Sean Thomas Morrissey's concept. It would sure be nice to have a vertical with an equivalent 50ft beam length in a 2 sq. ft space. But the design detail = and drift issues would seem to be a problem. As a few mentioned, the Randall = Peters design  http://physics.mercer= ..edu/hpage/new-z.html looks interesting. But I have a few questions:

1.       What is a capacitive linear position = sensor.

2.       If feedback is used, where does that go and what = means to move the moment arm.

 

Gary

 

 

 

 

 

 

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655<= /span>

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 

Subject: Re: Vertical Seismometers From: ChrisAtUpw@....... Date: Sun, 24 Aug 2008 21:51:33 EDT In a message dated 2008/08/25, gel@................. writes: > My first inclination would be to go with the Sean Thomas Morrissey's > concept. It would sure be nice to have a vertical with an equivalent 50ft beam > length in a 2 sq. ft space. But the design detail and drift issues would seem to > be a problem. Hi Gary, It takes a bit of sorting out, but it is all there. As a few mentioned, the Randall Peters design > http://physics.mercer.edu/hpage/new-z.html looks interesting. But I have a > few questions: > > 1. What is a capacitive linear position sensor. Exactly what it says it is. See http://physics.mercer.edu/hpage/rpend.html 2. If feedback is used I don't see any feedback. There could be a magnetic damper behind the sensor plates. The horizontal had a magnet damper around the tongue on the end of the shield plate. The apparatus in the photo looks more like a construction to demonstrate the principles involved. Also have a look at http://jclahr.com/science/psn/hill/index.html Regards, Chris Chapman In a me= ssage dated 2008/08/25, gel@................. writes:

My first inclination would be t= o go with the Sean Thomas Morrissey's concept. It would sure be nice to have= a vertical with an equivalent 50ft beam length in a 2 sq. ft space. But the= design detail and drift issues would seem to be a problem.

Hi Gary,

       It takes a bit of sorting out, but it i= s all there.

As a few mentioned, the Randall Peters design 

http://physics.mercer.edu/hpage/new-z.html looks= interesting. But I have a few questions:

1.       What is a capacitive linear positi= on sensor.


       Exactly what it says it is.

       See http://physics.mercer.edu/hpage/rpe= nd.html


       2. If feedback is used


       I don't see any feedback. There could b= e a magnetic damper behind the sensor plates. The horizontal had a magnet da= mper around the tongue on the end of the shield plate. The apparatus in the=20= photo looks more like a construction to demonstrate the principles involved.=

       Also have a look at http://jclahr.com/s= cience/psn/hill/index.html

       Regards,

       Chris Chapman



Subject: Re: Verticle Sensor Design From: Barry Lotz barry_lotz@............. Date: Sun, 24 Aug 2008 19:51:59 -0700 (PDT) Chris I'm not sure what the periods are. The STM8 style ~30" long appears to have a period (with feedback) of 82 sec. I get occasional spikes I think from the concrete slab it rests on. When this happens I get a single cycle which has a period of 82 secs. I have plans in the future to put a secondary coil near the feedback coil to provide a induced force to measure the period etc. The 12" STM8 style vertical has a background oscillation of 167 sec but this could be from anything including electronics. The Lehman has a damped period around 20 sec. I could make it longer but it's located near an exterior wall in my garage and I would be spending every day adjusting its position in the spring and fall. I have plans for a basement. Hopefully this will assist in stability. The STM sytle verticals need slight motor adjustment every few days In the spring and fall. Regards Barry ChrisAtUpw@....... wrote: In a message dated 2008/08/23, barry_lotz@............. writes: I made two modest versions of Sean Thomas Morrissey's design, a 30" and a smaller 12" version. Hi Barry, What periods do you get from your seismometers, please? Do you experience any serious tilt driifts with the Lehmans, please? Regards, Chris Chapman
Chris
I'm not sure what the periods are. The STM8 style ~30" long appears to have a period (with feedback) of 82 sec. I get occasional spikes I think from the concrete slab it rests on. When this happens I get a single cycle which has a period of 82 secs. I have plans in the future to put a secondary coil near the feedback coil to provide a induced force to measure the period etc. The 12" STM8 style vertical has a background oscillation of 167 sec but this could be from anything including electronics. The Lehman has a damped period around 20 sec. I could make it longer but it's located near an exterior wall in my garage and I would be spending every day adjusting its position in the spring and fall. I have plans for a basement. Hopefully this will assist in stability. The STM sytle verticals need slight motor adjustment every few days In the spring and fall.
Regards
Barry


ChrisAtUpw@aol.com wrote:
In a message dated 2008/08/23, barry_lotz@sbcglobal.net writes:

I made two modest versions of Sean Thomas Morrissey's design, a 30" and a smaller 12" version.


Hi Barry,

       What periods do you get from your seismometers, please?

       Do you experience any serious tilt driifts with the Lehmans, please?

       Regards,

       Chris Chapman

Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Sun, 24 Aug 2008 22:26:36 -0600 James, Phosphor bronze cames in a variety of hardened conditions; I think the stuff I have (and just checked) is perhaps 1/4 or 1/2 hardened; i.e., it can be fairly easily finger bent permanently out of a straight flat spring condition....real hardened stuff doesn't go out of shape "that" easily. I would NOT be doing you any favor with that stuff. This stuff is meant to be shaped into whatever. It used to be....that one could buy hardware store long strips of the really hardened stuff; which was used to help limit air flow around doors space areas; but whether thats still true is unknown. If you're only going to go only with phosphor bronze you might call or visit hardware stores first and see what they have, or don't have first...it "could be" the cheapest route. If....a hardware store has such....do a finger bend of the material and see if its tough to permanently bend. Again...my first choice would be the mechanic/machinist feeler/thickness gauge material, and a distant second blue tempered spring stock. Take care, Meredith On Sun, Aug 24, 2008 at 10:35 AM, JAMES ALLEN wrote: > Meredith: > Would you consider mailing me a small strip of your phosphor bronze to use > as a hinge. Haven't been able to find it locally. If so, my address is: > 13230 Aclare Street, Cerritos, California 90703. > Or, it you know of a supplier I could purchase some. > Either way, I very much appreciate your help and the guidance you have > provided to me directly and through reading your postings to the list over > the years. > James Allen >
James,

Phosphor bronze cames in a variety of hardened conditions; I think the stuff I have (and just checked) is perhaps 1/4 or 1/2
hardened; i.e., it can be fairly easily finger bent permanently out of a straight flat spring condition....real hardened stuff
doesn't go out of shape "that" easily.  I would NOT be doing you any favor with that stuff.  This stuff is meant to be shaped
into whatever.  It used to be....that one could buy hardware store long strips of the really hardened stuff; which was used to
help limit air flow around doors space areas; but whether thats still true is unknown.  If you're only going to go only with
phosphor bronze you might call or visit hardware stores first and see what they have, or don't have first...it "could be" the
cheapest route.  If....a hardware store has such....do a finger bend of the material and see if its tough to permanently bend.

Again...my first choice would be the mechanic/machinist feeler/thickness gauge material, and a distant second blue tempered
spring stock.

Take care, Meredith

     

On Sun, Aug 24, 2008 at 10:35 AM, JAMES ALLEN <jcallen1@...........> wrote:
Meredith:
Would you consider mailing me a small strip of your phosphor bronze to use as a hinge.  Haven't been able to find it locally.  If so, my address is:
13230 Aclare Street, Cerritos, California 90703.
Or, it you know of a supplier I could purchase some.
Either way, I very much appreciate your help and the guidance you have provided to me directly and through reading your postings to the list over the years.
James Allen

Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Sun, 24 Aug 2008 21:59:26 -0700 Thanks Meredith, I will check. Perhaps some old fashioned hardware = stores or scrap metal dealers. If I find some I will make it available = to all who wants some. Again, thanks for all your help and advice. James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Sunday, August 24, 2008 9:26 PM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER James, Phosphor bronze cames in a variety of hardened conditions; I think the = stuff I have (and just checked) is perhaps 1/4 or 1/2 hardened; i.e., it can be fairly easily finger bent permanently out of = a straight flat spring condition....real hardened stuff doesn't go out of shape "that" easily. I would NOT be doing you any = favor with that stuff. This stuff is meant to be shaped into whatever. It used to be....that one could buy hardware store = long strips of the really hardened stuff; which was used to help limit air flow around doors space areas; but whether thats still = true is unknown. If you're only going to go only with phosphor bronze you might call or visit hardware stores first and see = what they have, or don't have first...it "could be" the cheapest route. If....a hardware store has such....do a finger bend = of the material and see if its tough to permanently bend. Again...my first choice would be the mechanic/machinist = feeler/thickness gauge material, and a distant second blue tempered spring stock. Take care, Meredith =20 On Sun, Aug 24, 2008 at 10:35 AM, JAMES ALLEN = wrote: Meredith: Would you consider mailing me a small strip of your phosphor bronze = to use as a hinge. Haven't been able to find it locally. If so, my = address is: 13230 Aclare Street, Cerritos, California 90703. Or, it you know of a supplier I could purchase some. Either way, I very much appreciate your help and the guidance you = have provided to me directly and through reading your postings to the = list over the years. James Allen
Thanks Meredith, I will check.  = Perhaps some=20 old fashioned hardware stores or scrap metal dealers.  If I find = some I=20 will make it available to all who wants some.  Again, thanks for = all your=20 help and advice.
James Allen
----- Original Message -----
From:=20 meredith lamb
Sent: Sunday, August 24, 2008 = 9:26=20 PM
Subject: Re: SPRENGNETHER 201 = LONG PERIOD=20 VERTICAL SEISMOMETER

James,

Phosphor bronze cames in a variety of = hardened=20 conditions; I think the stuff I have (and just checked) is perhaps 1/4 = or=20 1/2
hardened; i.e., it can be fairly easily finger bent permanently = out of=20 a straight flat spring condition....real hardened stuff
doesn't go = out of=20 shape "that" easily.  I would NOT be doing you any favor with = that=20 stuff.  This stuff is meant to be shaped
into whatever.  = It used=20 to be....that one could buy hardware store long strips of the really = hardened=20 stuff; which was used to
help limit air flow around doors space = areas; but=20 whether thats still true is unknown.  If you're only going to go = only=20 with
phosphor bronze you might call or visit hardware stores first = and see=20 what they have, or don't have first...it "could be" the
cheapest=20 route.  If....a hardware store has such....do a finger bend of = the=20 material and see if its tough to permanently bend.

Again...my = first=20 choice would be the mechanic/machinist feeler/thickness gauge = material, and a=20 distant second blue tempered
spring stock.

Take care,=20 Meredith

     

On Sun, Aug 24, 2008 at 10:35 AM, JAMES ALLEN = <jcallen1@...........> = wrote:
Meredith:
Would you consider mailing me a = small strip of=20 your phosphor bronze to use as a hinge.  Haven't been able to = find it=20 locally.  If so, my address is:
13230 Aclare Street, Cerritos, = California=20 90703.
Or, it you know of a supplier I = could purchase=20 some.
Either way, I very much appreciate = your help=20 and the guidance you have provided to me directly and through = reading your=20 postings to the list over the years.
James Allen

Subject: Re: Verticle Sensor Design From: ChrisAtUpw@....... Date: Mon, 25 Aug 2008 01:33:07 EDT In a message dated 2008/08/25, barry_lotz@............. writes: > Chris > I'm not sure what the periods are. The STM8 style ~30" long appears to have > a period (with feedback) of 82 sec. I get occasional spikes I think from the > concrete slab it rests on. When this happens I get a single cycle which has a > period of 82 secs. I have plans in the future to put a secondary coil near > the feedback coil to provide a induced force to measure the period etc. Hi Barry, Can you use a small bar magnet and just flip it through 180 degrees to simulate a pulse? I had expected the achieved period to be dictated by electronic time constants? Concrete is not a very good material for making a seismometer. 50:50 cement and sand is likely to be much better. The problem comes due to the cement and the stones in the concrete having very different thermal expansion coefficients. The 12" STM8 style vertical has a background oscillation of 167 sec but this could > be from anything including electronics. The Lehman has a damped period > around 20 sec. I could make it longer but it's located near an exterior wall in > my garage and I would be spending every day adjusting its position in the > spring and fall. I have plans for a basement. Hopefully this will assist in > stability. The STM sytle verticals need slight motor adjustment every few days In > the spring and fall. 20 seconds is a fairly good period to use for a Lehman, provided it does not have a short arm. Getting a period extension of x10 is fairly easy, getting x20 is more difficult, getting anything more renders you very liable to tilt shifts. You can provide long period position feedback to stabilise this, preferably using photocells, but the system gets more complicated. What suspensions are you using, top and bottom? The traditional limit comes from trying to use knife edge bearings, which have a generally lousy performance. I use a 1.5 second pendulum set to 30 seconds. This is about the practical limit. I have a clamped 8 thou wire at the top, a SS plane rolling on a 1/2" SS ball fixed to the column, at the bottom and quad magnet damping. What is the electronic period of the 12" STM-8? I look froward to seeing more pictures in future! Regards, Chris Chapman In a me= ssage dated 2008/08/25, barry_lotz@............. writes:

Chris
I'm not sure what the periods are. The STM8 style ~30" long appears to have=20= a period (with feedback) of 82 sec. I get occasional spikes I think from the= concrete slab it rests on. When this happens I get a single cycle which has= a period of 82 secs. I have plans in the future to put a secondary coil nea= r the feedback coil to provide a induced force to measure the period etc. <= /BLOCKQUOTE>

Hi Barry,

       Can you use a small bar magnet and just= flip it through 180 degrees to simulate a pulse?
       I had expected the achieved period to b= e dictated by electronic time constants?

       Concrete is not a very good material fo= r making a seismometer. 50:50 cement and sand is likely to be much better. T= he problem comes due to the cement and the stones in the concrete having ver= y different thermal expansion coefficients.

The 12" STM8 style vertical has a background oscillation of 167 sec but this= could

be from anything including ele= ctronics. The Lehman has a damped period around 20 sec. I could make it long= er but it's located near an exterior wall in my garage and I would be spendi= ng every day adjusting its position in the spring and fall. I have plans for= a basement. Hopefully this will assist in stability. The STM sytle vertical= s need slight motor adjustment every few days In the spring and fall.

       20 seconds is a fairly good period to=20= use for a Lehman, provided it does not have a short arm. Getting a period ex= tension of x10 is fairly easy, getting x20 is more difficult, getting anythi= ng more renders you very liable to tilt shifts. You can provide long period=20= position feedback to stabilise this, preferably using photocells, but the sy= stem gets more complicated. What suspensions are you using, top and bottom?<= BR> The traditional limit comes from trying to use knife edge bearings, which h= ave a generally lousy performance. I use a 1.5 second pendulum set to 30 sec= onds. This is about the practical limit. I have a clamped 8 thou wire at the= top, a SS plane rolling on a 1/2" SS ball fixed to the column, at the botto= m and quad magnet damping.

    What is the electronic period of the 12" STM-8?

       I look froward to seeing more pictures=20= in future!

       Regards,

       Chris Chapman
Subject: Re: Vertical Seismometers From: "meredith lamb" paleoartifact@......... Date: Mon, 25 Aug 2008 00:10:32 -0600 To whomever, Some notes....of ~ dubious to perhaps interesting or possibly useful.... My tea leaves readings "predict"...(ahem); that Randys vertical (or a version thereof) will eventually show up as the vertical component to/with the Volksmeter horizontals. Theres nothing wrong with that of course; and for a economy broad band instrument, its probably worth at least thinking about till then. Sean Thomas Morrissey once mentioned he also made a Sprengnether vertical into a broad band unit. Theres nothing on the old web site going further into it; nor do I have any info as to whether that was really successful. I "think" that project, was just slightly before he got really heavily involved in the STM8. For whatever its worth on Seans STM8 website....theirs, a mislabeled clickable link (4.The next figure should be??) which goes to a technical gif of a "Transfer Function of a Broadband Feedback Seismometer". The gif is at: http://www.eas.slu.edu/People/STMorrissey/figures/transfunct3.gif Take care, Meredith
To whomever,

Some notes....of ~ dubious to perhaps interesting or possibly useful....

My tea leaves readings "predict"...(ahem); that Randys vertical (or a version thereof) will eventually show up as the vertical
component to/with the Volksmeter horizontals.  Theres nothing wrong with that of course; and for a economy broad band
instrument, its probably worth at least thinking about till then.

Sean Thomas Morrissey once mentioned he also made a Sprengnether vertical into a broad band unit.  Theres nothing
on the old web site going further into it; nor do I have any info as to whether that was really successful.    I "think" that project,
was just slightly before he got really heavily involved in the STM8.

For whatever its worth on Seans STM8 website....theirs, a mislabeled clickable link (4.The next figure should be??) which
goes to a technical gif of a  "Transfer Function of a Broadband Feedback Seismometer".  The gif is at:

http://www.eas.slu.edu/People/STMorrissey/figures/transfunct3.gif


Take care, Meredith






   


Subject: craw space under house From: tchannel1@............ Date: Mon, 25 Aug 2008 05:32:41 -0600 Hi All, I am building a new house. This house has no basement, but = has a 24"? crawlspace under the house. I have lots of time, to create = a space for my three sensors, under the house. I could also place them = in the garage on the concrete floor. My thought was to enter the = crawlspace, and dig a small pit large enough to allow for elbow room, = then line the pit with concrete blocks to keep dirt away. Perhaps = covering the floor area similarly. Concrete may not be the best = material. I could also pour a pad or small footing using cement. Please any thoughts on preparing this space? Thanks, Ted
Hi All,   I am building a new = house.   This house has no basement, but has a 24"? crawlspace = under=20 the house.   I have lots of time, to create a space for my = three=20 sensors, under the house.   I could also place them in the = garage on=20 the concrete floor.   My thought was to enter the crawlspace, = and dig=20 a small pit large enough to allow for elbow room, then line the pit with = concrete blocks to keep dirt away.  Perhaps covering the floor = area=20 similarly.  Concrete may not be the best material.   I = could also=20 pour a pad or small footing using cement.
Please any thoughts on preparing this=20 space?
 
Thanks, Ted
Subject: RE: Vertical Seismometers From: "Gary Lindgren" gel@................. Date: Mon, 25 Aug 2008 15:19:53 -0700 Hi Chris, Your reference to capacitive linear position sensor was very instructive. Thank you. It took a few minutes for me to understand, but I get it now. The text in Randall Peters description http://physics.mercer.edu/hpage/new-z.html "A picture of the prototype instrument that was built and tested is shown in the figure below. The instrument can be adjusted to have a natural period of at least 20 s-the prerequisite for high teleseismic sensitivity. To operate at that period for variable temperature/pressure requires force-feedback, components of which are not pictured. The feedback is not one of `hard' force-balance, but rather `soft' type, based on a long time constant response to mean position changes." suggests feedback. So it seems that if one wants a 20 second resonant period, some means of feedback is required (not shown). Any idea what Randall has used for the feedback scheme. Also what is the typical signal frequency used in the capacitive linear position sensor. But why go to this more complicated method compared to your simple rare-earth magnet assembly with compact coil design concept. I suppose the answer has to do if feedback is used and then one can get a DC voltage proportional to position. Gary From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of ChrisAtUpw@....... Sent: Sunday, August 24, 2008 6:52 PM To: psn-l@.............. Subject: Re: Vertical Seismometers In a message dated 2008/08/25, gel@................. writes: My first inclination would be to go with the Sean Thomas Morrissey's concept. It would sure be nice to have a vertical with an equivalent 50ft beam length in a 2 sq. ft space. But the design detail and drift issues would seem to be a problem. Hi Gary, It takes a bit of sorting out, but it is all there. As a few mentioned, the Randall Peters design http://physics.mercer.edu/hpage/new-z.html looks interesting. But I have a few questions: 1. What is a capacitive linear position sensor. Exactly what it says it is. See http://physics.mercer.edu/hpage/rpend.html 2. If feedback is used I don't see any feedback. There could be a magnetic damper behind the sensor plates. The horizontal had a magnet damper around the tongue on the end of the shield plate. The apparatus in the photo looks more like a construction to demonstrate the principles involved. Also have a look at http://jclahr.com/science/psn/hill/index.html Regards, Chris Chapman

Hi Chris,

Your reference to capacitive linear position = sensor was very instructive. Thank you. It took a few minutes for me to understand, = but I get it now. The text in Randall Peters description http://physics.mercer= ..edu/hpage/new-z.html “A picture of the prototype instrument that was built and = tested is shown in the figure below. The instrument can be adjusted to have a = natural period of at least 20 s-the prerequisite for high teleseismic = sensitivity. To operate at that period for variable temperature/pressure requires force-feedback, components of which are not pictured. The feedback is = not one of `hard' force-balance, but rather `soft' type, based on a long time = constant response to mean position changes.” suggests feedback. So it seems = that if one wants a 20 second resonant period, some means of feedback is = required (not shown). Any idea what Randall has used for the feedback scheme. = Also what is the typical signal frequency used in the capacitive linear = position sensor. But why go to this more complicated method compared to your simple = rare-earth magnet assembly with compact coil design concept. I suppose the answer = has to do if feedback is used and then one can get a DC voltage proportional to position.

Gary

 

 

 

 

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of ChrisAtUpw@.......
Sent: Sunday, August 24, 2008 6:52 PM
To: psn-l@..............
Subject: Re: Vertical Seismometers

 

In a message dated 2008/08/25, gel@................. writes:


My first inclination would be to go with the Sean Thomas Morrissey's = concept. It would sure be nice to have a vertical with an equivalent 50ft beam = length in a 2 sq. ft space. But the design detail and drift issues would seem to be = a problem.



Hi Gary,

       It takes a bit of sorting out, but = it is all there.

As a few mentioned, the Randall Peters design 

http://physics.mercer= ..edu/hpage/new-z.html looks interesting. But I have a few questions:

1.       What is a capacitive linear = position sensor.



       Exactly what it says it is.

       See http://physics.mercer.edu/hpage/rpend.html

       2. If feedback is used

       I don't see any feedback. There = could be a magnetic damper behind the sensor plates. The horizontal had a magnet = damper around the tongue on the end of the shield plate. The apparatus in the = photo looks more like a construction to demonstrate the principles = involved.

       Also have a look at http://jclahr.com/science/psn/hill/index.html

       Regards,

       Chris Chapman


Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "meredith lamb" paleoartifact@......... Date: Mon, 25 Aug 2008 19:38:48 -0600 James, Its time for me to eat some crow...and happily learn more. Chris Chapman forwarded me a email on this subject and informs "us" that the door strip is ordinary bronze (not phosphor bronze) and about 0.006" thick. Chris Chapman quotes: "*As long as the strip can bear the load without exceeding its elastic limit, that will be fine. *A 1/4" strip, 13 thou thick at 10 lbs is about 3,000 psi. Even cast material will give you >25,000 psi yield strength. *Any difference in the springyness will be taken up when the horizontal balance is set. *We have used SS safety razor blades as spring suspensions in verticals quite OK." "However, I note that McMaster do supply the 510 alloy in small sheets for about $20. This is the very high strength springy phosphor bronze 98,000 to 154,000 psi yield, but it is difficult to machine. You could probably coat it with candle wax, use a scriber to make lines and then etch the shape with acid. Maybe vinegar? I haven't tried it, but it will likely work. Metal acetates are mostly soluable. Alternatively, you electolytically etch the line?" "KS metals also supply 10 and 18 thou thick 430 SS 1/2" strip. KS metals supply 8 thou PB sheet." The sentences in bold letters abover are the real clinchers. I'll forward the 0.014" thick phosphor bronze by mail. It can be easily be cut up with hand shears and rough edges deburred with a file. Take care, Meredith On Sun, Aug 24, 2008 at 10:59 PM, JAMES ALLEN wrote: > Thanks Meredith, I will check. Perhaps some old fashioned hardware > stores or scrap metal dealers. If I find some I will make it available to > all who wants some. Again, thanks for all your help and advice. > James Allen > > > >
James,
 
Its time for me to eat some crow...and happily learn more.   Chris Chapman forwarded me a email on this subject and informs "us" that the door strip is ordinary bronze (not phosphor bronze) and about 0.006" thick.
 
Chris Chapman quotes:
 
"As long as the strip can bear the load without exceeding its elastic limit, that will be fine.  A 1/4" strip, 13 thou thick at 10 lbs is about 3,000 psi.  Even cast material will give you >25,000 psi yield strength.  Any difference in the springyness will be taken up when the
horizontal balance is set. 
We have used SS safety razor blades as spring suspensions in verticals quite OK."
 
"However, I note that McMaster do supply the 510 alloy in small sheets for about $20.  This is the very high strength springy phosphor bronze 98,000 to 154,000 psi yield, but it is difficult to machine.  You could probably coat it with candle wax, use a scriber to make lines and then etch the shape with acid. Maybe vinegar? I haven't tried it, but it will likely work.  Metal acetates are mostly soluable.  Alternatively, you electolytically etch the line?"
 
"KS metals also supply 10 and 18 thou thick 430 SS 1/2" strip.  KS metals supply 8 thou PB sheet."
 
The sentences in bold letters abover are the real clinchers.  I'll forward the 0.014" thick phosphor bronze by mail.  It can be easily be
cut up with hand shears and rough edges deburred with a file.
 
Take care, Meredith

On Sun, Aug 24, 2008 at 10:59 PM, JAMES ALLEN <jcallen1@...........> wrote:
Thanks Meredith, I will check.  Perhaps some old fashioned hardware stores or scrap metal dealers.  If I find some I will make it available to all who wants some.  Again, thanks for all your help and advice.
James Allen
 
Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: "JAMES ALLEN" jcallen1@........... Date: Tue, 26 Aug 2008 21:27:01 -0700 Thanks Meredith. Can't wait to get the metal for the seismometer. Will = let you know how it turns out. BTW, no need to eat crow. You, Chris = and Dick have been invaluable to be. James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Monday, August 25, 2008 6:38 PM Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER James, Its time for me to eat some crow...and happily learn more. Chris = Chapman forwarded me a email on this subject and informs "us" that the = door strip is ordinary bronze (not phosphor bronze) and about 0.006" = thick. Chris Chapman quotes: "As long as the strip can bear the load without exceeding its elastic = limit, that will be fine. A 1/4" strip, 13 thou thick at 10 lbs is = about 3,000 psi. Even cast material will give you >25,000 psi yield = strength. Any difference in the springyness will be taken up when the horizontal balance is set. We have used SS safety razor blades as = spring suspensions in verticals quite OK." "However, I note that McMaster do supply the 510 alloy in small sheets = for about $20. This is the very high strength springy phosphor bronze = 98,000 to 154,000 psi yield, but it is difficult to machine. You could = probably coat it with candle wax, use a scriber to make lines and then = etch the shape with acid. Maybe vinegar? I haven't tried it, but it will = likely work. Metal acetates are mostly soluable. Alternatively, you = electolytically etch the line?" "KS metals also supply 10 and 18 thou thick 430 SS 1/2" strip. KS = metals supply 8 thou PB sheet." The sentences in bold letters abover are the real clinchers. I'll = forward the 0.014" thick phosphor bronze by mail. It can be easily be cut up with hand shears and rough edges deburred with a file. Take care, Meredith On Sun, Aug 24, 2008 at 10:59 PM, JAMES ALLEN = wrote: Thanks Meredith, I will check. Perhaps some old fashioned hardware = stores or scrap metal dealers. If I find some I will make it available = to all who wants some. Again, thanks for all your help and advice. James Allen
Thanks Meredith.  Can't wait to = get the metal=20 for the seismometer.  Will let you know how it turns out.  = BTW, no=20 need to eat crow.  You, Chris and Dick have been invaluable to=20 be.
James Allen
----- Original Message -----
From:=20 meredith lamb
Sent: Monday, August 25, 2008 = 6:38=20 PM
Subject: Re: SPRENGNETHER 201 = LONG PERIOD=20 VERTICAL SEISMOMETER

James,
 
Its time for me to eat some crow...and happily learn more.   = Chris=20 Chapman forwarded me a email on this subject and informs "us" = that the=20 door strip is ordinary bronze (not phosphor bronze) and about 0.006"=20 thick.
 
Chris Chapman quotes:
 
"As long as the strip can bear the load without exceeding its = elastic=20 limit, that will be fine.  A 1/4" strip, 13 thou thick = at 10 lbs=20 is about 3,000 psi.  Even cast material will give you >25,000 = psi=20 yield strength.  Any difference in the springyness will be = taken up=20 when the
horizontal balance is set. 
We have used SS = safety razor=20 blades as spring suspensions in verticals quite OK."
 
"However, I note that McMaster do supply the 510 alloy in small = sheets=20 for about $20.  This is the very high strength springy phosphor = bronze=20 98,000 to 154,000 psi yield, but it is difficult to machine.  You = could=20 probably coat it with candle wax, use a scriber to make lines and then = etch=20 the shape with acid. Maybe vinegar? I haven't tried it, but it will = likely=20 work.  Metal acetates are mostly soluable.  Alternatively, = you=20 electolytically etch the line?"
 
"KS metals also supply 10 and 18 thou thick 430 SS 1/2" = strip.  KS=20 metals supply 8 thou PB sheet."
 
The sentences in bold letters abover are the real = clinchers.  I'll=20 forward the 0.014" thick phosphor bronze by mail.  It can be = easily=20 be
cut up with hand shears and rough edges deburred with a = file.
 
Take care, Meredith

On Sun, Aug 24, 2008 at 10:59 PM, JAMES ALLEN = <jcallen1@...........> wrote:
Thanks Meredith, I will = check.  Perhaps=20 some old fashioned hardware stores or scrap metal dealers.  If = I find=20 some I will make it available to all who wants some.  Again, = thanks for=20 all your help and advice.
James Allen
=
 
Subject: Re: Pendulum in a fluid? From: "Geoff" gmvoeth@........... Date: Wed, 27 Aug 2008 17:39:47 -0700 I have done this and it simply acts to damp and not change the period. It works best if you get your hands on silicone ? oil. The stuff used in womens implanted falsies ? but it is expensive and you can not buy small quantities. The reason silicone oil is best because the visconsity is most constant with temp changes. The next best is motor oil that is synthetic maybe straight 50 weight oil. never use simple common motor oil unless you can keep the temperature constant. Immerse the entire weight in oil but the mass must have a projected image in the horizontal plane identical in all directions ( e.g. cylinder or sphere ) protect the oil from contamination. I have found such a pendulum that has a magnet and solinoid arrangement to give good pictures but you will not know if the signal is n/s or e/w because such a thing as described by Forrest Mims III in the 1970s is sensitive in the entire horizontal plane. ----- Original Message ----- From: "Paul Cianciolo" To: Sent: Monday, August 18, 2008 1:22 PM Subject: RE: Pendulum in a fluid? >I think this would lower the "Q" to a very low value, but not increase the > period significantly. > One newbies opinion > > PauLC > W1VLF > http://www.rescueelectronics.com/ > -----Original Message----- > From: psn-l-request@.............. [mailto:psn-l-request@................. > Behalf Of tchannel1@............ > Sent: Monday, August 18, 2008 1:44 PM > To: psn > Subject: Pendulum in a fluid? > > > Hi All, Just a thought...Has anyone explored a simple 36"? pendulum, say > having a 2? second period, then containing the pendulum in a fluid. The > pendulum still should move from side to side, but with a longer period? I > have no idea, how to do this, or what the result would be. > > I think the result would be similar to an "oil damper"....but an oil > damper does not change the period, does it? > > To ask it in a different way......Picture the 36" vertical pendulum > swinging in a large tube filled with air, Now the same pendulum, but with > the tube filled with water. > Would this change the resulting period? > > Thanks, Ted > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER From: j b jbrecken@....... Date: Wed, 27 Aug 2008 19:16:35 -0700 Please unsubsribe this email address from your list. Thank you Merci ----- Original Message ----- From: JAMES ALLEN Date: Tuesday, August 26, 2008 9:27 pm Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER To: psn-l@.............. > Thanks Meredith. Can't wait to get the metal for the > seismometer. Will let you know how it turns out. > BTW, no need to eat crow. You, Chris and Dick have been > invaluable to be. > James Allen > ----- Original Message ----- > From: meredith lamb > To: psn-l@.............. > Sent: Monday, August 25, 2008 6:38 PM > Subject: Re: SPRENGNETHER 201 LONG PERIOD VERTICAL SEISMOMETER > > > James, > > Its time for me to eat some crow...and happily learn > more. Chris Chapman forwarded me a email on this > subject and informs "us" that the door strip is ordinary bronze > (not phosphor bronze) and about 0.006" thick. > > Chris Chapman quotes: > > "As long as the strip can bear the load without exceeding > its elastic limit, that will be fine. A 1/4" strip, 13 > thou thick at 10 lbs is about 3,000 psi. Even cast > material will give you >25,000 psi yield strength. Any > difference in the springyness will be taken up when the > horizontal balance is set. We have used SS safety > razor blades as spring suspensions in verticals quite OK." > > "However, I note that McMaster do supply the 510 alloy in > small sheets for about $20. This is the very high strength > springy phosphor bronze 98,000 to 154,000 psi yield, but it is > difficult to machine. You could probably coat it with > candle wax, use a scriber to make lines and then etch the shape > with acid. Maybe vinegar? I haven't tried it, but it will likely > work. Metal acetates are mostly soluable. > Alternatively, you electolytically etch the line?" > > "KS metals also supply 10 and 18 thou thick 430 SS 1/2" > strip. KS metals supply 8 thou PB sheet." > > The sentences in bold letters abover are the real > clinchers. I'll forward the 0.014" thick phosphor bronze > by mail. It can be easily be > cut up with hand shears and rough edges deburred with a file. > > > Take care, Meredith > > > On Sun, Aug 24, 2008 at 10:59 PM, JAMES ALLEN > wrote: > > Thanks Meredith, I will check. Perhaps > some old fashioned hardware stores or scrap metal dealers. > If I find some I will make it available to all who wants > some. Again, thanks for all your help and advice. > James Allen > =3CDIV=3EPlease unsubsribe this email address from your list=2E=3C/DIV=3E= =3CDIV=3E=26nbsp=3B=3C/DIV=3E =3CDIV=3EThank you=3C/DIV=3E =3CDIV=3EMerci=3CBR=3E=3CBR=3E----- Original Message -----=3CBR=3EFrom=3A= JAMES ALLEN =26lt=3Bjcallen1=40verizon=2Enet=26gt=3B=3CBR=3EDate=3A Tue= sday=2C August 26=2C 2008 9=3A27 pm=3CBR=3ESubject=3A Re=3A SPRENGNETHER= 201 LONG PERIOD VERTICAL SEISMOMETER=3CBR=3ETo=3A psn-l=40webtronics=2E= com=3CBR=3E=3CBR=3E=26gt=3B Thanks Meredith=2E=26nbsp=3B Can=27t wait to= get the metal for the =3CBR=3E=26gt=3B seismometer=2E=26nbsp=3B Will le= t you know how it turns out=2E=26nbsp=3B =3CBR=3E=26gt=3B BTW=2C no need= to eat crow=2E=26nbsp=3B You=2C Chris and Dick have been =3CBR=3E=26gt=3B= invaluable to be=2E=3CBR=3E=26gt=3B James Allen=3CBR=3E=26gt=3B =26nbsp= =3B ----- Original Message ----- =3CBR=3E=26gt=3B =26nbsp=3B From=3A mer= edith lamb =3CBR=3E=26gt=3B =26nbsp=3B To=3A psn-l=40webtronics=2Ecom =3C= BR=3E=26gt=3B =26nbsp=3B Sent=3A Monday=2C August 25=2C 2008 6=3A38 PM=3C= BR=3E=26gt=3B =26nbsp=3B Subject=3A Re=3A SPRENGNETHER 201 LONG PERIOD V= ERTICAL SEISMOMETER=3CBR=3E=26gt=3B =3CBR=3E=26gt=3B =3CBR=3E=26gt=3B =26= nbsp=3B James=2C=3CBR=3E=26gt=3B =3CBR=3E=26gt=3B =26nbsp=3B Its time fo= r me to eat some crow=2E=2E=2Eand happily learn =3CBR=3E=26gt=3B more=2E= =26nbsp=3B=26nbsp=3B Chris Chapman forwarded me a email on this =3CBR=3E= =26gt=3B subject and informs =22us=22 that the door strip is ordinary br= onze =3CBR=3E=26gt=3B (not phosphor bronze) and about 0=2E006=22 thick=2E= =3CBR=3E=26gt=3B =3CBR=3E=26gt=3B =26nbsp=3B Chris Chapman quotes=3A=3CB= R=3E=26gt=3B =3CBR=3E=26gt=3B =26nbsp=3B =22As long as the strip can bea= r the load without exceeding =3CBR=3E=26gt=3B its elastic limit=2C that = will be fine=2E=26nbsp=3B A 1/4=22 strip=2C 13 =3CBR=3E=26gt=3B thou thi= ck at 10 lbs is about 3=2C000 psi=2E=26nbsp=3B Even cast =3CBR=3E=26gt=3B= material will give you =26gt=3B25=2C000 psi yield strength=2E=26nbsp=3B= Any =3CBR=3E=26gt=3B difference in the springyness will be taken up whe= n the=3CBR=3E=26gt=3B =26nbsp=3B horizontal balance is set=2E=26nbsp=3B = We have used SS safety =3CBR=3E=26gt=3B razor blades as spring suspensio= ns in verticals quite OK=2E=22=3CBR=3E=26gt=3B =3CBR=3E=26gt=3B =26nbsp=3B= =22However=2C I note that McMaster do supply the 510 alloy in =3CBR=3E=26= gt=3B small sheets for about =2420=2E=26nbsp=3B This is the very high st= rength =3CBR=3E=26gt=3B springy phosphor bronze 98=2C000 to 154=2C000 ps= i yield=2C but it is =3CBR=3E=26gt=3B difficult to machine=2E=26nbsp=3B = You could probably coat it with =3CBR=3E=26gt=3B candle wax=2C use a scr= iber to make lines and then etch the shape =3CBR=3E=26gt=3B with acid=2E= Maybe vinegar=3F I haven=27t tried it=2C but it will likely =3CBR=3E=26= gt=3B work=2E=26nbsp=3B Metal acetates are mostly soluable=2E=26nbsp=3B = =3CBR=3E=26gt=3B Alternatively=2C you electolytically etch the line=3F=22= =3CBR=3E=26gt=3B =3CBR=3E=26gt=3B =26nbsp=3B =22KS metals also supply 10= and 18 thou thick 430 SS 1/2=22 =3CBR=3E=26gt=3B strip=2E=26nbsp=3B KS = metals supply 8 thou PB sheet=2E=22=3CBR=3E=26gt=3B =3CBR=3E=26gt=3B =26= nbsp=3B The sentences in bold letters abover are the real =3CBR=3E=26gt=3B= clinchers=2E=26nbsp=3B I=27ll forward the 0=2E014=22 thick phosphor bro= nze =3CBR=3E=26gt=3B by mail=2E=26nbsp=3B It can be easily be=3CBR=3E=26= gt=3B =26nbsp=3B cut up with hand shears and rough edges deburred with a= file=2E=3CBR=3E=26gt=3B =3CBR=3E=26gt=3B =3CBR=3E=26gt=3B =26nbsp=3B Ta= ke care=2C Meredith=3CBR=3E=26gt=3B =3CBR=3E=26gt=3B =3CBR=3E=26gt=3B =26= nbsp=3B On Sun=2C Aug 24=2C 2008 at 10=3A59 PM=2C JAMES ALLEN =3CBR=3E=26= gt=3B =26lt=3Bjcallen1=40verizon=2Enet=26gt=3B wrote=3A=3CBR=3E=26gt=3B = =3CBR=3E=26gt=3B =26nbsp=3B=26nbsp=3B=26nbsp=3B Thanks Meredith=2C I wil= l check=2E=26nbsp=3B Perhaps =3CBR=3E=26gt=3B some old fashioned hardwar= e stores or scrap metal dealers=2E=26nbsp=3B =3CBR=3E=26gt=3B If I find = some I will make it available to all who wants =3CBR=3E=26gt=3B some=2E=26= nbsp=3B Again=2C thanks for all your help and advice=2E=3CBR=3E=26gt=3B = =26nbsp=3B=26nbsp=3B=26nbsp=3B James Allen=3CBR=3E=26gt=3B =3C/DIV=3E Subject: RE: craw space under house From: "Gary Lindgren" gel@................. Date: Thu, 28 Aug 2008 08:59:09 -0700 Ted, My thought would be to build a foundation as would need for a road, etc. = I suggest 6=94 of =BE=94 crushed rock. You need to pack this rock down = well. Do you have one of those tampers that have a 6=94x6=94 square plate and have a = long handle. Then put down 4 to 6=94 of concrete with a mix suggested by = Chris which I believe is one part cement and 1 part sand. A very rich mix. And = I would suggest concrete sand rather than mason=92s sand. You probably = should have some rebar in there too. Chris will some ideas too. Well, this is a start. You probably want to wait at least 6 months before you try a seismometer on the pad. I=92m sure it will be talking. Gary =20 =20 =20 =20 From: psn-l-request@.............. [mailto:psn-l-request@............... = On Behalf Of tchannel1@............ Sent: Monday, August 25, 2008 4:33 AM To: psn Subject: craw space under house =20 Hi All, I am building a new house. This house has no basement, but = has a 24"? crawlspace under the house. I have lots of time, to create a = space for my three sensors, under the house. I could also place them in the garage on the concrete floor. My thought was to enter the crawlspace, = and dig a small pit large enough to allow for elbow room, then line the pit = with concrete blocks to keep dirt away. Perhaps covering the floor area similarly. Concrete may not be the best material. I could also pour a = pad or small footing using cement. Please any thoughts on preparing this space? =20 Thanks, Ted

Ted,

My thought would be to build a foundation as would need = for a road, etc. I suggest 6” of =BE” crushed rock. You need to pack = this rock down well. Do you have one of those tampers that have a = 6”x6” square plate and have a long handle. Then put down 4 to 6” of = concrete with a mix suggested by Chris which I believe is one part cement and 1 = part sand. A very rich mix. And I would suggest concrete sand rather than = mason’s sand. You probably should have some rebar in there too. Chris will some = ideas too. Well, this is a start. You probably want to wait at least 6 months = before you try a seismometer on the pad. I’m sure it will be = talking.

Gary

 

 

 

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of tchannel1@............
Sent: Monday, August 25, 2008 4:33 AM
To: psn
Subject: craw space under house

 

Hi All,   I am building a new house.   This house has = no basement, but has a 24"? crawlspace under the house.   I = have lots of time, to create a space for my three sensors, under the house.   I could also place them in the garage on the concrete floor.   My thought was to enter the crawlspace, and dig a = small pit large enough to allow for elbow room, then line the pit with concrete = blocks to keep dirt away.  Perhaps covering the floor area similarly.  Concrete may not be the best material.   I could also = pour a pad or small footing using cement.

Please any thoughts on preparing this space?

 

Thanks, Ted

Subject: Re: craw space under house From: tchannel1@............ Date: Thu, 28 Aug 2008 17:19:33 -0600 Gary, Thank you, good advise. Ted ----- Original Message -----=20 From: Gary Lindgren=20 To: psn-l@................. Sent: Thursday, August 28, 2008 9:59 AM Subject: RE: craw space under house Ted, My thought would be to build a foundation as would need for a road, = etc. I suggest 6" of =BE" crushed rock. You need to pack this rock down = well. Do you have one of those tampers that have a 6"x6" square plate = and have a long handle. Then put down 4 to 6" of concrete with a mix = suggested by Chris which I believe is one part cement and 1 part sand. A = very rich mix. And I would suggest concrete sand rather than mason's = sand. You probably should have some rebar in there too. Chris will some = ideas too. Well, this is a start. You probably want to wait at least 6 = months before you try a seismometer on the pad. I'm sure it will be = talking. Gary =20 =20 =20 =20 From: psn-l-request@.............. = [mailto:psn-l-request@............... On Behalf Of = tchannel1@............ Sent: Monday, August 25, 2008 4:33 AM To: psn Subject: craw space under house =20 Hi All, I am building a new house. This house has no basement, but = has a 24"? crawlspace under the house. I have lots of time, to create = a space for my three sensors, under the house. I could also place them = in the garage on the concrete floor. My thought was to enter the = crawlspace, and dig a small pit large enough to allow for elbow room, = then line the pit with concrete blocks to keep dirt away. Perhaps = covering the floor area similarly. Concrete may not be the best = material. I could also pour a pad or small footing using cement. Please any thoughts on preparing this space? =20 Thanks, Ted
Gary, Thank you,  good = advise.
Ted
----- Original Message -----
From:=20 Gary=20 Lindgren
Sent: Thursday, August 28, 2008 = 9:59=20 AM
Subject: RE: craw space under = house

Ted,

My=20 thought would be to build a foundation as would need for a road, etc. = I=20 suggest 6=94 of =BE=94 crushed rock. You need to pack this rock down = well. Do you=20 have one of those tampers that have a 6=94x6=94 square plate and have = a long=20 handle. Then put down 4 to 6=94 of concrete with a mix suggested by = Chris which=20 I believe is one part cement and 1 part sand. A very rich mix. And I = would=20 suggest concrete sand rather than mason=92s sand. You probably should = have some=20 rebar in there too. Chris will some ideas too. Well, this is a start. = You=20 probably want to wait at least 6 months before you try a seismometer = on the=20 pad. I=92m sure it will be talking.

Gary

 

 

 

 

From:=20 psn-l-request@.............. [mailto:psn-l-request@............... = On=20 Behalf Of tchannel1@............
Sent: Monday, August = 25, 2008=20 4:33 AM
To: psn
Subject: craw space under=20 house

 

Hi = All,  =20 I am building a new house.   This house has no basement, but = has a=20 24"? crawlspace under the house.   I have lots of time, to = create a=20 space for my three sensors, under the house.   I could also = place=20 them in the garage on the concrete floor.   My thought was = to enter=20 the crawlspace, and dig a small pit large enough to allow for elbow = room, then=20 line the pit with concrete blocks to keep dirt = away.  Perhaps=20 covering the floor area similarly.  Concrete may not be the best=20 material.   I could also pour a pad or small footing using=20 cement.

Please = any thoughts=20 on preparing this space?

 

Thanks,=20 Ted

Subject: WIWO From: Jan Froom JDarwin@............. Date: Thu, 28 Aug 2008 17:04:39 -0700 Is the term WIWO .... Walk In Walk Out A common term used by seismologists to define the the trace on a seismogram where something has caused the seismometer to tilt to one side and then back... as when someone has walked up to the seismometer and then walked away. Or is it simply a term invented by Steve Hammond of Aptos? Jan in Gilroy Is the term WIWO.... Walk In   Walk Out
A common term used by seismologists to define the the trace on a seismogram where something has caused the seismometer to tilt to one side and then back...
as when someone has walked up to the seismometer and then walked away.

Or is it simply a term invented by Steve Hammond of Aptos?

Jan in Gilroy

Subject: RE: craw space under house From: Barry Lotz barry_lotz@............. Date: Thu, 28 Aug 2008 18:58:26 -0700 (PDT) Ted I would also recommend a 6 mil vapor barrier on top the rock with 1"-2" of = sand over to protect the plastic Barry --- On Thu, 8/28/08, Gary Lindgren wrote: From: Gary Lindgren Subject: RE: craw space under house To: psn-l@.............. Date: Thursday, August 28, 2008, 8:59 AM Ted, My thought would be to build a foundation as would need for a road, etc. I = suggest 6=94 of =BE=94 crushed rock. You need to pack this rock down well. = Do you have one of those tampers that have a 6=94x6=94 square plate and hav= e a long handle. Then put down 4 to 6=94 of concrete with a mix suggested b= y Chris which I believe is one part cement and 1 part sand. A very rich mix= .. And I would suggest concrete sand rather than mason=92s sand. You probabl= y should have some rebar in there too. Chris will some ideas too. Well, thi= s is a start. You probably want to wait at least 6 months before you try a = seismometer on the pad. I=92m sure it will be talking. Gary =A0 =A0 =A0 =A0 From: psn-l-request@.............. [mailto:psn-l-request@............... On= Behalf Of tchannel1@............ Sent: Monday, August 25, 2008 4:33 AM To: psn Subject: craw space under house =A0 Hi All,=A0=A0 I am building a new house.=A0=A0 This house has no basement, = but has a 24"? crawlspace under the house.=A0=A0 I have lots of time, to cr= eate a space for my three sensors, under the house.=A0=A0 I could also plac= e them in the garage on the concrete floor.=A0=A0 My thought was to enter t= he crawlspace, and dig a small pit large enough to allow for elbow room, th= en line the pit with concrete blocks to keep dirt away.=A0=A0Perhaps coveri= ng the floor area similarly. =A0Concrete may not be the best material.=A0= =A0 I could also pour a pad or small footing using cement. Please any thoughts on preparing this space? =A0 Thanks, Ted <= /tr>
Ted
I would also recommend a 6 mil vapor barrier on top the rock with 1"-2= " of sand over to protect the plastic
Barry


--- On Thu, 8/28/08, Gary Lindgren <gel@theconnection= ..com> wrote:
From: Gary Lindgren <gel@.................>
= Subject: RE: craw space under house
To: psn-l@..............
Date: Th= ursday, August 28, 2008, 8:59 AM

Ted,

My thought would be to build a foundation a= s would need for a road, etc. I suggest 6=94 of =BE=94 crushed rock. You ne= ed to pack this rock down well. Do you have one of those tampers that have = a 6=94x6=94 square plate and have a long handle. Then put down 4 to 6=94 of= concrete with a mix suggested by Chris which I believe is one part cement = and 1 part sand. A very rich mix. And I would suggest concrete sand rather = than mason=92s sand. You probably should have some rebar in there too. Chri= s will some ideas too. Well, this is a start. You probably want to wait at = least 6 months before you try a seismometer on the pad. I=92m sure it will = be talking.

Gary

 

 

 

 

From: psn-l-request@.............. [mailto:psn-l-req= uest@............... On Behalf Of tchannel1@............
Sent:= Monday, August 25, 2008 4:33 AM
To: psn
Subject: c= raw space under house

 

Hi All,   I am building a new house.   Th= is house has no basement, but has a 24"? crawlspace under the house. &= nbsp; I have lots of time, to create a space for my three sensors, under th= e house.   I could also place them in the garage on the concrete = floor.   My thought was to enter the crawlspace, and dig a small = pit large enough to allow for elbow room, then line the pit with concrete b= locks to keep dirt away.  Perhaps covering the floor area similar= ly.  Concrete may not be the best material.   I could also p= our a pad or small footing using cement.

Please any thoughts on preparing this space?

 

Thanks, Ted

Subject: A test curtain rod bracket/s vertical From: "meredith lamb" paleoartifact@......... Date: Fri, 29 Aug 2008 14:57:51 -0600 Hi all, The below URL is of a simple table top test vertical setup I tried today. Its uses only flat spring material for the hinge/pivot, main spring/s and seems to allow some limited mass weight variations by sliding the 2 main springs on the "mast" (bracket) upward. The test versions of the natural period ran from 1 to almost 2 seconds...probably typical for such. This is ONLY a test vertical mainly looking at the pivot and flat springs used; I don't really know if its really worth pursuing. Their is 3 "varieties" on the page; with the last one looking much more potentially useful. http://seismometer.googlepages.com/crv Take care, Meredith
Hi all,
 
The below URL is of a simple table top test vertical setup I tried today.  Its uses only flat spring material for the
hinge/pivot, main spring/s and seems to allow some limited mass weight variations by sliding the 2 main springs
on the "mast" (bracket) upward.   The test versions of the natural period ran from 1 to almost 2 seconds...probably
typical for such.  This is ONLY a test vertical mainly looking at the pivot and flat springs used; I don't really know
if its really worth pursuing.  Their is 3 "varieties" on the page; with the last one looking much more potentially useful. 
 
 
Take care, Meredith
 
Subject: RE: craw space under house From: "Gary Lindgren" gel@................. Date: Fri, 29 Aug 2008 16:56:22 -0700 Ted, My thought would be to build a foundation as would need for a road, etc. = I suggest 6=94 of =BE=94 crushed rock. You need to pack this rock down = well. Do you have one of those tampers that have a 6=94x6=94 square plate and have a = long handle. Then put down 4 to 6=94 of concrete with a mix suggested by = Chris which I believe is one part cement and 1 part sand. A very rich mix. And = I would suggest concrete sand rather than mason=92s sand. You probably = should have some rebar in there too. Chris will some ideas too. Well, this is a start. You probably want to wait at least 6 months before you try a seismometer on the pad. I=92m sure it will be talking. Gary =20 One more thing. If you decide to lay in 6=94 of crushed rock, then do = this in 3 steps. Lay down 2=94, then tamp down with the tamper, lay down 2=94 = more, tamp, and 2=94 more, etc. Gary =20 =20 =20 =20 From: psn-l-request@.............. [mailto:psn-l-request@............... = On Behalf Of tchannel1@............ Sent: Monday, August 25, 2008 4:33 AM To: psn Subject: craw space under house =20 Hi All, I am building a new house. This house has no basement, but = has a 24"? crawlspace under the house. I have lots of time, to create a = space for my three sensors, under the house. I could also place them in the garage on the concrete floor. My thought was to enter the crawlspace, = and dig a small pit large enough to allow for elbow room, then line the pit = with concrete blocks to keep dirt away. Perhaps covering the floor area similarly. Concrete may not be the best material. I could also pour a = pad or small footing using cement. Please any thoughts on preparing this space? =20 Thanks, Ted

Ted,

My thought would be to build a foundation as would need = for a road, etc. I suggest 6” of =BE” crushed rock. You need to = pack this rock down well. Do you have one of those tampers that have a = 6”x6” square plate and have a long handle. Then put down 4 to 6” of = concrete with a mix suggested by Chris which I believe is one part cement and 1 = part sand. A very rich mix. And I would suggest concrete sand rather than mason’s sand. You probably should have some rebar in there too. = Chris will some ideas too. Well, this is a start. You probably want to wait at = least 6 months before you try a seismometer on the pad. I’m sure it will = be talking.

Gary

 

One more thing. If you decide to lay in 6” of = crushed rock, then do this in 3 steps. Lay down 2”, then tamp down with = the tamper, lay down 2” more, tamp, and 2” more, = etc.

Gary

 

 

 

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of tchannel1@............
Sent: Monday, August 25, 2008 4:33 AM
To: psn
Subject: craw space under house

 

Hi All,   I am building a new house.   This house has = no basement, but has a 24"? crawlspace under the house.   I = have lots of time, to create a space for my three sensors, under the house.   I could also place them in the garage on the concrete floor.   My thought was to enter the crawlspace, and dig a = small pit large enough to allow for elbow room, then line the pit with concrete = blocks to keep dirt away.  Perhaps covering the floor area similarly.  Concrete may not be the best material.   I could also = pour a pad or small footing using cement.

Please any thoughts on preparing this space?

 

Thanks, Ted

Subject: Re: A test curtain rod bracket/s vertical From: ChrisAtUpw@....... Date: Fri, 29 Aug 2008 20:06:12 EDT In a message dated 2008/08/29, paleoartifact@......... writes: > The below URL is of a simple table top test vertical setup I tried today. > Its uses only flat spring material for the hinge/pivot, main spring/s and > seems to allow some limited mass weight variations by sliding the 2 main springs > on the "mast" (bracket) upward. Hi Meredith, In your final version, you could replace the 'hinge' springs with round bars and two figure of 8 wire loops in tension. This could give a system very similar to the Streckheisen STS-1 vertical suspension. You could probably extend the period further this way, but you may be limited to about 6 seconds due to the large rate of change of the spring modulus with temperature. Maybe also try using thinner / narrower short lengths of spring mounted ~horizontally in compression? Maybe even a safety razor blade flexing? Or pairs of blades taken from multi-blade razors? Have fun! Regards, Chris In a me= ssage dated 2008/08/29, paleoartifact@......... writes:

The below URL is of a simple ta= ble top test vertical setup I tried today.  Its uses only flat spring m= aterial for the hinge/pivot, main spring/s and seems to allow some limited m= ass weight variations by sliding the 2 main springs on the "mast" (bracket)=20= upward.


Hi Meredith,

       In your final version, you could replac= e the 'hinge' springs with round bars and two figure of 8 wire loops in tens= ion. This could give a system very similar to the Streckheisen STS-1 vertica= l suspension. You could probably extend the period further this way, but you= may be limited to about 6 seconds due to the large rate of change of the sp= ring modulus with temperature.
       Maybe also try using thinner / narrower= short lengths of spring mounted ~horizontally in compression? Maybe even a=20= safety razor blade flexing? Or pairs of blades taken from multi-blade razors= ? Have fun!

       Regards,

       Chris
Subject: Re: craw space under house From: ChrisAtUpw@....... Date: Fri, 29 Aug 2008 20:12:57 EDT In a message dated 2008/08/30, gel@................. writes: > Ted, > My thought would be to build a foundation as would need for a road, etc. I= =20 > suggest 6=E2=80=9D of =C2=BE=E2=80=9D crushed rock. Hi Gary, =20 Don't include rock, pebbles, rebar, air bubbles in a base for a=20 seismometer system. The expansion coeffiecients don't match up and this gene= rates=20 noise. Regards, Chris Chapman =20 In a me= ssage dated 2008/08/30, gel@................. writes:

Ted,
My thought would be to build a foundation as would need for a road, etc. I s= uggest 6=E2=80=9D of =C2=BE=E2=80=9D crushed rock.


Hi Gary,
      
       Don't include rock, pebbles, rebar, air= bubbles in a base for a seismometer system. The expansion coeffiecients don= 't match up and this generates noise.

       Regards,

       Chris Chapman
Subject: Vertical Seismometers -- Some More Thoughts From: "Gary Lindgren" gel@................. Date: Fri, 29 Aug 2008 17:52:53 -0700 My first thought after looking at all the messages from my request for input on vertical seismometers was to go with a mechanical concept as pictured http://physics.mercer.edu/hpage/new-z.html and then go with a Chapman magnet and coil for the pickup. But after reading more about the Force Feedback and the Fully-differential capacitive-array displacement sensor, I think I have changed my mind. I would like to end up with the Force-feedback design. I can see 6 months to a year of experiments to get everything going right. I have one question, if I have 8 to 10 Kg of mass on the pendulum, I would think I'm going to need quite a amplifier-driver to keep the pendulum stationery during events. There is also the "soft" force feedback method that allows a little movement of the pendulum. What are your thoughts for all those that are using the force-feedback method. Gary Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 650-326-0655 www.blue-eagle-technologies.com cymonsplace.blogspot.com

My first thought after looking at all the messages = from my request for input on vertical seismometers was to go with a mechanical concept = as pictured http://physics.mercer= ..edu/hpage/new-z.html and then go with a Chapman magnet and coil for the pickup. But after = reading more about the Force Feedback and the Fully-differential = capacitive-array displacement sensor, I think I have changed my mind. I would like to end = up with the Force-feedback design. I can see 6 months to a year of = experiments to get everything going right. I have one question, if I have 8 to 10 Kg of = mass on the pendulum, I would think I’m going to need quite a = amplifier-driver to keep the pendulum stationery during events. There is also the = “soft” force feedback method that allows a little movement of the pendulum. = What are your thoughts for all those that are using the force-feedback = method.

Gary

 

 

 

 

 

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655<= /span>

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 

Subject: Re: Vertical Seismometers -- Some More Thoughts From: "Robert McClure" bobmcclure90@......... Date: Fri, 29 Aug 2008 21:56:00 -0400 Hi Gary, Why not save yourself a lot of trouble and build a short period open loop sensor. You can apply my WQFilter.exe utility to the data and get the equivalent of a long period sensor. See http://bobmcclure90.googlepages.com/winsac ---Bob On 8/29/08, Gary Lindgren wrote: > My first thought after looking at all the messages from my request for input > on vertical seismometers was to go with a mechanical concept as pictured > http://physics.mercer.edu/hpage/new-z.html and then go with a Chapman magnet > and coil for the pickup. But after reading more about the Force Feedback and > the Fully-differential capacitive-array displacement sensor, I think I have > changed my mind. I would like to end up with the Force-feedback design. I > can see 6 months to a year of experiments to get everything going right. I > have one question, if I have 8 to 10 Kg of mass on the pendulum, I would > think I'm going to need quite a amplifier-driver to keep the pendulum > stationery during events. There is also the "soft" force feedback method > that allows a little movement of the pendulum. What are your thoughts for > all those that are using the force-feedback method. > > Gary > > > > > > > > > > > > > > Gary Lindgren > > 585 Lincoln Ave > > Palo Alto CA 94301 > > > > 650-326-0655 > > > > www.blue-eagle-technologies.com > > cymonsplace.blogspot.com > > > > > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: A test curtain rod bracket/s vertical From: tchannel1@............ Date: Fri, 29 Aug 2008 21:10:52 -0600 Meredith, This should inspire all of us to think outside the box. = Thanks, great pictures and use of materials. Ted ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Friday, August 29, 2008 2:57 PM Subject: A test curtain rod bracket/s vertical Hi all, The below URL is of a simple table top test vertical setup I tried = today. Its uses only flat spring material for the hinge/pivot, main spring/s and seems to allow some limited mass weight = variations by sliding the 2 main springs on the "mast" (bracket) upward. The test versions of the natural = period ran from 1 to almost 2 seconds...probably typical for such. This is ONLY a test vertical mainly looking at the = pivot and flat springs used; I don't really know if its really worth pursuing. Their is 3 "varieties" on the page; = with the last one looking much more potentially useful. =20 http://seismometer.googlepages.com/crv Take care, Meredith
Meredith,  This should inspire all = of us to=20 think outside the box.   Thanks, great pictures and use of=20 materials.
 
 
Ted
----- Original Message -----
From:=20 meredith lamb
Sent: Friday, August 29, 2008 = 2:57=20 PM
Subject: A test curtain rod = bracket/s=20 vertical

Hi all,
 
The below URL is of a simple table top test vertical setup I = tried=20 today.  Its uses only flat spring material for = the
hinge/pivot, main=20 spring/s and seems to allow some limited mass weight variations by = sliding the=20 2 main springs
on the "mast" (bracket) upward.   The test = versions of the natural period ran from 1 to almost 2 = seconds...probably
typical for such.  This is ONLY a test vertical mainly = looking=20 at the pivot and flat springs used; I don't really know
if its = really worth=20 pursuing.  Their is 3 "varieties" on the page; with the = last=20 one looking much more potentially useful. 
 
 
Take care, Meredith
 
Subject: Re: craw space under house From: "Geoff" gmvoeth@........... Date: Sat, 30 Aug 2008 00:22:41 -0700 Hello; I think you should have a small slab vibration isolated in the middle of the house at the foundation so winds and the like will not vibrate your devices when they act on the home. I have seen such a thing in manufacturing of micro circuitry just for some machines. A whole room with a slab insidide a room inside a building. They use some special caulk to keep the slab weather tight but does not transfer meaningful vibration. This is what I would do when first building the slab keeping in mind such a thing might weaken in if not built correctly to allow for stresses and strains of various kinds. You might saw a ring around the point of interest but i would allow a gap all around about an inch. Proper Isolation seems extreamly expensive and most probably not suitable for amateures. My setup is located maybe 3 feet away from the slab my mobile home sits on but the wind and inside motion still transfers vibrations to the sensor. I am relatively sure of all this since no situation with the sensor on the slab same as the home was suitable for me. ----- Original Message ----- From: To: "psn" Sent: Monday, August 25, 2008 4:32 AM Subject: craw space under house Hi All, I am building a new house. This house has no basement, but has a 24"? crawlspace under the house. I have lots of time, to create a space for my three sensors, under the house. I could also place them in the garage on the concrete floor. My thought was to enter the crawlspace, and dig a small pit large enough to allow for elbow room, then line the pit with concrete blocks to keep dirt away. Perhaps covering the floor area similarly. Concrete may not be the best material. I could also pour a pad or small footing using cement. Please any thoughts on preparing this space? Thanks, Ted __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: craw space under house From: ian ian@........... Date: Sat, 30 Aug 2008 08:43:42 +0100 This web page might give you some ideas: http://www.guralp.com/articles/20060315-design-pit-installations/general Ian Geoff wrote: > Hello; > I think you should have a small slab > vibration isolated in the middle of the house at the foundation > so winds and the like will not vibrate your > devices when they act on the home. > I have seen such a thing in manufacturing > of micro circuitry just for some machines. > A whole room with a slab insidide a room inside a building. > They use some special caulk to keep > the slab weather tight but does not transfer meaningful vibration. > > This is what I would do when first building the slab > keeping in mind such a thing might weaken in > if not built correctly to allow for > stresses and strains of various kinds. > > You might saw a ring around the point of interest > but i would allow a gap all around about an inch. > > Proper Isolation seems extreamly expensive > and most probably not suitable for amateures. > > My setup is located maybe 3 feet away from > the slab my mobile home sits on but the wind > and inside motion still transfers vibrations > to the sensor. I am relatively sure of all this > since no situation with the sensor on the slab > same as the home was suitable for me. > > > ----- Original Message ----- From: > To: "psn" > Sent: Monday, August 25, 2008 4:32 AM > Subject: craw space under house > > > Hi All, I am building a new house. This house has no basement, but > has a 24"? crawlspace under the house. I have lots of time, to > create a space for my three sensors, under the house. I could also > place them in the garage on the concrete floor. My thought was to > enter the crawlspace, and dig a small pit large enough to allow for > elbow room, then line the pit with concrete blocks to keep dirt away. > Perhaps covering the floor area similarly. Concrete may not be the > best material. I could also pour a pad or small footing using cement. > Please any thoughts on preparing this space? > > Thanks, Ted > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with the body of > the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: craw space under house From: ChrisAtUpw@....... Date: Sat, 30 Aug 2008 04:19:22 EDT In a message dated 2008/08/30, ian@........... writes: > This web page might give you some ideas: > http://www.guralp.com/articles/20060315-design-pit-installations/general Hi there, Also check out 'case studies' http://www.guralp.com/general/customers/ and http://seismo.berkeley.edu/seismo/bdsn/instrumentation/guidelines.html Regards, Chris Chapman In a me= ssage dated 2008/08/30, ian@........... writes:

This web page might give you so= me ideas:
http://www.guralp.com/articles/20060315-design-pit-installations/general

Hi there,

       Also check out 'case studies' http://ww= w.guralp.com/general/customers/ and
       http://seismo.berkeley.edu/seismo/bdsn/= instrumentation/guidelines.html

       Regards,

       Chris Chapman
Subject: Re: Vertical Seismometers -- Some More Thoughts From: ChrisAtUpw@....... Date: Sat, 30 Aug 2008 13:10:07 EDT In a message dated 2008/08/30, gel@................. writes: > I have one question, if I have 8 to 10 Kg of mass on the pendulum, Hi Gary, There is no reason to us masses much above 1 lb. You are designing in problems with a 10 kg mass. Regards, Chris Chapman In a me= ssage dated 2008/08/30, gel@................. writes:

I have one question, if I have=20= 8 to 10 Kg of mass on the pendulum,


Hi Gary,

       There is no reason to us masses much ab= ove 1 lb. You are designing in problems with a 10 kg mass.

       Regards,

       Chris Chapman
Subject: Re: A test curtain rod bracket/s vertical From: "meredith lamb" paleoartifact@......... Date: Sat, 30 Aug 2008 11:16:01 -0600 Hi Chris, On Fri, Aug 29, 2008 at 6:06 PM, wrote: > > > Hi Meredith, > > In your final version, you could replace the 'hinge' springs with > round bars and two figure of 8 wire loops in tension. This could give a > system very similar to the Streckheisen STS-1 vertical suspension. You could > probably extend the period further this way, but you may be limited to about > 6 seconds due to the large rate of change of the spring modulus with > temperature. *Know what you're saying above...but can't quite picture it connection wise with this present setup; i.e., lower "mast" figure 8 bar to end of boom bar, or base plate bar to end of boom bar? I'd think the main springs would really need alot of force/tension to lift the boom/mass and also put the figure 8 wire pivot under sufficient tension to maintain such. *While we're at it, I don't remember ever seeing a Streckheisen 1 ~ spring/hinge/figure 8 close up on the web; proprietary I suppose. I see nothing via Google or its images that illustrated such. Do you have a rough draft of such? > > Maybe also try using thinner / narrower short lengths of spring > mounted ~horizontally in compression? Maybe even a safety razor blade > flexing? Or pairs of blades taken from multi-blade razors? Have fun! *The above varieties should be fairly easy to try. Take care, Meredith > > > Regards, > > Chris
Hi Chris,


On Fri, Aug 29, 2008 at 6:06 PM, <ChrisAtUpw@.......> wrote:


Hi Meredith,

       In your final version, you could replace the 'hinge' springs with round bars and two figure of 8 wire loops in tension. This could give a system very similar to the Streckheisen STS-1 vertical suspension. You could probably extend the period further this way, but you may be limited to about 6 seconds due to the large rate of change of the spring modulus with temperature.

*Know what you're saying above...but can't quite picture it connection wise with this present setup; i.e., lower "mast" figure 8 bar to end
of boom bar, or base plate bar to end of boom bar?  I'd think the main springs would really need alot of force/tension to lift the boom/mass
and also put the figure 8 wire pivot under sufficient tension to maintain such. 

*While we're at it, I don't remember ever seeing a Streckheisen 1 ~ spring/hinge/figure 8 close up on the web; proprietary I suppose.
I see nothing via Google or its images that illustrated such.   Do you have a rough draft of such?  
 

       Maybe also try using thinner / narrower short lengths of spring mounted ~horizontally in compression? Maybe even a safety razor blade flexing? Or pairs of blades taken from multi-blade razors? Have fun!

*The above varieties should be fairly easy to try.

Take care, Meredith

 


       Regards,

       Chris

Subject: Re: Vertical Seismometers -- Some More Thoughts From: Brett Nordgren brett3nt@............. Date: Sat, 30 Aug 2008 14:05:31 -0400 Gary, Good observation. Most force-feedback instruments use quite low masses. The effective mass of the STS-2 is shown as 0.161Kg. And Sean-Thomas' STM-8 used around 0.5Kg, which is on the high end of the range. You will want to design the support spring to get a natural period in the 2-6 second range. The performance you get after turning on the feedback is not strongly influenced by what you use as a natural period for the spring-mass. Regards, Brett At 05:52 PM 8/29/2008 -0700, you wrote: > > I have one question, if I have 8 to 10 Kg of mass on the pendulum, I > would think I m going to need quite a amplifier-driver to keep the > pendulum stationery during events. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: crawl space under house From: Bob Hancock carpediem1@......... Date: Sat, 30 Aug 2008 11:40:44 -0700 Hi Ted - When we lived in NJ, I operated a 3 channel MET seismometer in the crawl space under my apartment. I had the instrument sitting on a hexagonal cement block of 12 inches across and 2 inches thick, all covered with a Styrofoam bucket. The building design included foundation walls that were placed several feet in the soil, including individual foundations walls between each apartment. Although I had the instrument more or less in the middle of the area, I found that as I walked on the floor above, I could see that motion on the instrument. Depending upon your foundation, you may find that walking around your house will cause deflections of the instruments. I have heard similar comments from individuals who have placed instruments in basements or on garage floors. When we moved to Arizona, I tried a variety of locations including under my house, in a nearby storage shed and in my workshop. None were adequate. I finally placed the instrument in the ground, first about 75 feet away and I could always tell when the washing machine when into the spin cycle. I finally moved the instrument about 250 feet from the house where I get a minimum of wind and cultural noise. The road is about 400 feet from the instrument and I can see vehicles striking potholes in the road. I find that if I drive my garden tractor within 50 feet of my vault, I can see movement on the instrument. Depending upon your yard size, you might consider a subsurface vault in a quiet area, away from trees and any buildings. It is very difficult to remove cultural noise as I have found. However, you should be careful and do not disturb any more dirt than you need. Dirt once disturbed is difficult to re-compact and will be a source of noise for a long time to come as it settles. I have found that after 1 1/2 years, I still get occasional ground noise from settling dirt. Another thought to consider is insulating your instrument from wind currents. Seismometers are extremely sensitive to any wind flow and temperature change. In my setup, I first covered my instrument with sand bags, and that did a good job of insulating the instrument from thermal variation and wind flow. However, they were hard to remove from the hole, and I settled on a large bucket lined with fiberglass which sits on top of the instrument and covers it down to its base. I have found this to be very effective and the bucket protects the instrument from both wind flow and thermal variations. Even in a sealed seismic vault you need to protect against errant wind currents caused by uneven thermal heating of the vault as the sun moves across the sky. The key for a quiet instrument is reduction of cultural noise and wind noise. Things to consider is under a house you will most likely pick up movement of people in the house, and tilt from the house in times of high and possibly even moderate winds. You proximity to trees is another consideration as the root structure causes ground tilt for a considerable distance. Railroad tracks can transmit vibrations for miles. The worst rail noise comes from diamonds where one set tracks crosses another set of tracks. Major roads that are in poor repair with potholes and lots of semi-trailers are another source of cultural noise.......Just some thoughts to consider. Good luck on your location wherever you choose it. Bob Hancock > >> >> ----- Original Message ----- >> >> From: Gary Lindgren >> >> To: psn-l@.............. >> >> Sent: Thursday, August 28, 2008 9:59 AM >> >> Subject: craw space under house >> >> Hi All, I am building a new house. This house has no basement, but has a >> 24"? crawlspace under the house. I have lots of time, to create a space >> for my three sensors, under the house. I could also place them in the >> garage on the concrete floor. My thought was to enter the crawlspace, and >> dig a small pit large enough to allow for elbow room, then line the pit with >> concrete blocks to keep dirt away. Perhaps covering the floor area >> similarly. Concrete may not be the best material. I could also pour a pad >> or small footing using cement. >> >> >> >> Please any thoughts on preparing this space? >> >> >> >> >> >> >> >> Thanks, Ted > Re: crawl space under house Hi Te= d -

When we lived in NJ, I operated a 3 channel MET seismometer in the crawl sp= ace under my apartment.   I had the instrument sitting on a hexago= nal cement block of 12 inches across and 2 inches thick, all covered with a = Styrofoam bucket.  The building design included foundation walls that w= ere placed several feet in the soil, including individual foundations walls = between each apartment.  Although I had the instrument more or less in = the middle of the area, I found that as I walked on the floor above, I could= see that motion on the instrument.  Depending upon your foundation, yo= u may find that walking around your house will cause deflections of the inst= ruments.  I have heard similar comments from individuals who have place= d instruments in basements or on garage floors.

When we moved to Arizona, I tried a variety of locations including under my= house, in a nearby storage shed and in my workshop.  None were adequat= e.  I finally placed the instrument in the ground, first about 75 feet = away and I could always tell when the washing machine when into the spin cyc= le.  I finally moved the instrument about 250 feet from the house where= I get a minimum of wind and cultural noise.  The road is about 400 fee= t from the instrument and I can see vehicles striking potholes in the road. =  I find that if I drive my garden tractor within 50 feet of my vault, I= can see movement on the instrument.  

Depending upon your yard size, you might consider a subsurface vault in a q= uiet area, away from trees and any buildings.  It is very difficult to = remove cultural noise as I have found.  However, you should be careful = and do not disturb any more dirt than you need.  Dirt once disturbed is= difficult to re-compact and will be a source of noise for a long time to co= me as it settles.  I have found that after 1 1/2 years, I still get occ= asional ground noise from settling dirt.

Another thought to consider is insulating your instrument from wind current= s.  Seismometers are extremely sensitive to any wind flow and temperatu= re change.  In my setup, I first covered my instrument with sand bags, = and that did a good job of insulating the instrument from thermal variation = and wind flow.  However, they were hard to remove from the hole, and I = settled on a large bucket lined with fiberglass which sits on top of the ins= trument and covers it down to its base.  I have found this to be very e= ffective and the bucket protects the instrument from both wind flow and ther= mal variations.  Even in a sealed seismic vault you need to protect aga= inst errant wind currents caused by uneven thermal heating of the vault as t= he sun moves across the sky.

The key for a quiet instrument is reduction of cultural noise and wind nois= e.  Things to consider is under a house you will most likely pick up mo= vement of people in the house, and tilt from the house in times of high and = possibly even moderate winds.  You proximity to trees is another consid= eration as the root structure causes ground tilt for a considerable distance= ..  Railroad tracks can transmit vibrations for miles.  The worst r= ail noise comes from diamonds where one set tracks crosses another set of tr= acks.  Major roads that are in poor repair with potholes and lots of se= mi-trailers are another source of cultural noise.......Just some thoughts to= consider.

Good luck on your location wherever you choose it.

Bob Hancock


----- Original Message -----
 
From:  Gary  Lindgren <mailto:gel@.................>  
 
To: psn-l@..............
 
Sent: Thursday, August 28, 2008 9:59  AM
 
Subject: craw space under house

Hi All,   &n= bsp;I am building a new house.   This house has no basement, but h= as a  24"? crawlspace under the house.   I have lots of = time, to create a  space for my three sensors, under the house.  &= nbsp;I could also place  them in the garage on the concrete floor. &nbs= p; My thought was to enter  the crawlspace, and dig a small pit la= rge enough to allow for elbow room, then  line the pit with concrete bl= ocks to keep dirt away.  Perhaps  covering the floor area similarl= y.  Concrete may not be the best  material.   I could al= so pour a pad or small footing using  cement.

 

Please any thoughts &n= bsp;on preparing this space?

 

 
 
 

Thanks,  Ted


Subject: Re: crawl space under house From: tchannel1@............ Date: Sat, 30 Aug 2008 15:39:05 -0600 Re: crawl space under houseHi Bob, Thanks for = sharing...........Presently my sensors are in the basement on a concrete = floor. Yes I do see people walking upstairs, but mostly if I place the = sensor close to a vertical wall. My new house set on a new foundation, so as you point out I may get a = lot of noise as the house settles. We shall see. All your = information is good to know. Ted ----- Original Message -----=20 From: Bob Hancock=20 To: psn-l@................. Sent: Saturday, August 30, 2008 12:40 PM Subject: Re: crawl space under house Hi Ted - When we lived in NJ, I operated a 3 channel MET seismometer in the = crawl space under my apartment. I had the instrument sitting on a = hexagonal cement block of 12 inches across and 2 inches thick, all = covered with a Styrofoam bucket. The building design included = foundation walls that were placed several feet in the soil, including = individual foundations walls between each apartment. Although I had the = instrument more or less in the middle of the area, I found that as I = walked on the floor above, I could see that motion on the instrument. = Depending upon your foundation, you may find that walking around your = house will cause deflections of the instruments. I have heard similar = comments from individuals who have placed instruments in basements or on = garage floors. When we moved to Arizona, I tried a variety of locations including = under my house, in a nearby storage shed and in my workshop. None were = adequate. I finally placed the instrument in the ground, first about 75 = feet away and I could always tell when the washing machine when into the = spin cycle. I finally moved the instrument about 250 feet from the = house where I get a minimum of wind and cultural noise. The road is = about 400 feet from the instrument and I can see vehicles striking = potholes in the road. I find that if I drive my garden tractor within = 50 feet of my vault, I can see movement on the instrument. =20 Depending upon your yard size, you might consider a subsurface vault = in a quiet area, away from trees and any buildings. It is very = difficult to remove cultural noise as I have found. However, you should = be careful and do not disturb any more dirt than you need. Dirt once = disturbed is difficult to re-compact and will be a source of noise for a = long time to come as it settles. I have found that after 1 1/2 years, I = still get occasional ground noise from settling dirt. Another thought to consider is insulating your instrument from wind = currents. Seismometers are extremely sensitive to any wind flow and = temperature change. In my setup, I first covered my instrument with = sand bags, and that did a good job of insulating the instrument from = thermal variation and wind flow. However, they were hard to remove from = the hole, and I settled on a large bucket lined with fiberglass which = sits on top of the instrument and covers it down to its base. I have = found this to be very effective and the bucket protects the instrument = from both wind flow and thermal variations. Even in a sealed seismic = vault you need to protect against errant wind currents caused by uneven = thermal heating of the vault as the sun moves across the sky. The key for a quiet instrument is reduction of cultural noise and wind = noise. Things to consider is under a house you will most likely pick up = movement of people in the house, and tilt from the house in times of = high and possibly even moderate winds. You proximity to trees is = another consideration as the root structure causes ground tilt for a = considerable distance. Railroad tracks can transmit vibrations for = miles. The worst rail noise comes from diamonds where one set tracks = crosses another set of tracks. Major roads that are in poor repair with = potholes and lots of semi-trailers are another source of cultural = noise.......Just some thoughts to consider. Good luck on your location wherever you choose it. Bob Hancock ----- Original Message -----=20 =20 From: Gary Lindgren =20 =20 To: psn-l@................. =20 Sent: Thursday, August 28, 2008 9:59 AM =20 Subject: craw space under house Hi All, I am building a new house. This house has no = basement, but has a 24"? crawlspace under the house. I have lots of = time, to create a space for my three sensors, under the house. I = could also place them in the garage on the concrete floor. My thought = was to enter the crawlspace, and dig a small pit large enough to allow = for elbow room, then line the pit with concrete blocks to keep dirt = away. Perhaps covering the floor area similarly. Concrete may not be = the best material. I could also pour a pad or small footing using = cement. =20 Please any thoughts on preparing this space? =20 =20 =20 =20 Thanks, Ted Re: crawl space under house
Hi Bob,  Thanks for=20 sharing...........Presently my sensors are in the basement on a concrete = floor.   Yes I do see people walking upstairs, but mostly if I = place=20 the sensor close to a vertical wall.
My new house set on a new foundation, = so as you=20 point out I may get a lot of noise as the house settles.   We = shall=20 see.   All your information is good to know.
 
Ted
----- Original Message -----
From:=20 Bob=20 Hancock
Sent: Saturday, August 30, 2008 = 12:40=20 PM
Subject: Re: crawl space under=20 house

Hi Ted -

When we lived in NJ, I = operated a 3=20 channel MET seismometer in the crawl space under my apartment. =   I=20 had the instrument sitting on a hexagonal cement block of 12 inches = across and=20 2 inches thick, all covered with a Styrofoam bucket.  The = building design=20 included foundation walls that were placed several feet in the soil, = including=20 individual foundations walls between each apartment.  Although I = had the=20 instrument more or less in the middle of the area, I found that as I = walked on=20 the floor above, I could see that motion on the instrument. =  Depending=20 upon your foundation, you may find that walking around your house will = cause=20 deflections of the instruments.  I have heard similar comments = from=20 individuals who have placed instruments in basements or on garage=20 floors.

When we moved to Arizona, I tried a variety of = locations=20 including under my house, in a nearby storage shed and in my workshop. =  None were adequate.  I finally placed the instrument in the = ground,=20 first about 75 feet away and I could always tell when the washing = machine when=20 into the spin cycle.  I finally moved the instrument about 250 = feet from=20 the house where I get a minimum of wind and cultural noise.  The = road is=20 about 400 feet from the instrument and I can see vehicles striking = potholes in=20 the road.  I find that if I drive my garden tractor within 50 = feet of my=20 vault, I can see movement on the instrument.  

Depending = upon your=20 yard size, you might consider a subsurface vault in a quiet area, away = from=20 trees and any buildings.  It is very difficult to remove cultural = noise=20 as I have found.  However, you should be careful and do not = disturb any=20 more dirt than you need.  Dirt once disturbed is difficult to = re-compact=20 and will be a source of noise for a long time to come as it settles. =  I=20 have found that after 1 1/2 years, I still get occasional ground noise = from=20 settling dirt.

Another thought to consider is insulating your=20 instrument from wind currents.  Seismometers are extremely = sensitive to=20 any wind flow and temperature change.  In my setup, I first = covered my=20 instrument with sand bags, and that did a good job of insulating the=20 instrument from thermal variation and wind flow.  However, they = were hard=20 to remove from the hole, and I settled on a large bucket lined with = fiberglass=20 which sits on top of the instrument and covers it down to its base. =  I=20 have found this to be very effective and the bucket protects the = instrument=20 from both wind flow and thermal variations.  Even in a sealed = seismic=20 vault you need to protect against errant wind currents caused by = uneven=20 thermal heating of the vault as the sun moves across the = sky.

The key=20 for a quiet instrument is reduction of cultural noise and wind noise.=20  Things to consider is under a house you will most likely pick up = movement of people in the house, and tilt from the house in times of = high and=20 possibly even moderate winds.  You proximity to trees is another=20 consideration as the root structure causes ground tilt for a = considerable=20 distance.  Railroad tracks can transmit vibrations for miles. =  The=20 worst rail noise comes from diamonds where one set tracks crosses = another set=20 of tracks.  Major roads that are in poor repair with potholes and = lots of=20 semi-trailers are another source of cultural noise.......Just some = thoughts to=20 consider.

Good luck on your location wherever you choose = it.

Bob=20 Hancock


----- Original Message -----=20
 
From:  Gary  Lindgren <mailto:gel@.................>= ;=20  
 
To: psn-l@.................
 
Sent: Thursday, August 28, 2008 9:59=20  AM
 
Subject: craw space under=20 house

Hi All,=20    I am building a new house.   This = house has no=20 basement, but has a  24"? crawlspace under the house. =   I=20 have lots of time, to create a  space for my three sensors, = under the=20 house.   I could also place  them in the garage on = the=20 concrete floor.   My thought was to enter  the = crawlspace,=20 and dig a small pit large enough to allow for elbow room, then =  line=20 the pit with concrete blocks to keep dirt away.  Perhaps=20  covering the floor area similarly.  Concrete may not be = the=20 best  material.   I could also pour a pad or small = footing=20 using  cement.

 

Please any thoughts  on preparing = this=20 space?

 

 
 
 

Thanks,=20  Ted


Subject: RE: crawl space under house From: "Gary Lindgren" gel@................. Date: Sat, 30 Aug 2008 15:38:23 -0700 Hi Ted, I'm glad you are getting lots of ideas for your new seismometer location. I have mine in the wine cellar, on the concrete floor. Temperature is very stable. No real changes during the day. Over the seasons, it may change 10 degrees F. However when we visit the wine cellar, the alarms go off. Walking by will give quite a jolt, at least on the screen. But quickly settles down. I see traffic noise from 6AM to 11PM (freeway 2 miles away) and freight trains in the middle of the night (1 mile away) and of course the washer/dryer. It's only 15 feet away but with 6" framed wall with insulation between. Let us know what you decide to do. Gary See http://www.blue-eagle-technologies.com/images/ch1.gif If you are quick, the red signal in upper right is the last wine cellar visit. From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of tchannel1@............ Sent: Saturday, August 30, 2008 2:39 PM To: psn-l@.............. Subject: Re: crawl space under house Hi Bob, Thanks for sharing...........Presently my sensors are in the basement on a concrete floor. Yes I do see people walking upstairs, but mostly if I place the sensor close to a vertical wall. My new house set on a new foundation, so as you point out I may get a lot of noise as the house settles. We shall see. All your information is good to know. Ted ----- Original Message ----- From: Bob Hancock To: psn-l@.............. Sent: Saturday, August 30, 2008 12:40 PM Subject: Re: crawl space under house Hi Ted - When we lived in NJ, I operated a 3 channel MET seismometer in the crawl space under my apartment. I had the instrument sitting on a hexagonal cement block of 12 inches across and 2 inches thick, all covered with a Styrofoam bucket. The building design included foundation walls that were placed several feet in the soil, including individual foundations walls between each apartment. Although I had the instrument more or less in the middle of the area, I found that as I walked on the floor above, I could see that motion on the instrument. Depending upon your foundation, you may find that walking around your house will cause deflections of the instruments. I have heard similar comments from individuals who have placed instruments in basements or on garage floors. When we moved to Arizona, I tried a variety of locations including under my house, in a nearby storage shed and in my workshop. None were adequate. I finally placed the instrument in the ground, first about 75 feet away and I could always tell when the washing machine when into the spin cycle. I finally moved the instrument about 250 feet from the house where I get a minimum of wind and cultural noise. The road is about 400 feet from the instrument and I can see vehicles striking potholes in the road. I find that if I drive my garden tractor within 50 feet of my vault, I can see movement on the instrument. Depending upon your yard size, you might consider a subsurface vault in a quiet area, away from trees and any buildings. It is very difficult to remove cultural noise as I have found. However, you should be careful and do not disturb any more dirt than you need. Dirt once disturbed is difficult to re-compact and will be a source of noise for a long time to come as it settles. I have found that after 1 1/2 years, I still get occasional ground noise from settling dirt. Another thought to consider is insulating your instrument from wind currents. Seismometers are extremely sensitive to any wind flow and temperature change. In my setup, I first covered my instrument with sand bags, and that did a good job of insulating the instrument from thermal variation and wind flow. However, they were hard to remove from the hole, and I settled on a large bucket lined with fiberglass which sits on top of the instrument and covers it down to its base. I have found this to be very effective and the bucket protects the instrument from both wind flow and thermal variations. Even in a sealed seismic vault you need to protect against errant wind currents caused by uneven thermal heating of the vault as the sun moves across the sky. The key for a quiet instrument is reduction of cultural noise and wind noise. Things to consider is under a house you will most likely pick up movement of people in the house, and tilt from the house in times of high and possibly even moderate winds. You proximity to trees is another consideration as the root structure causes ground tilt for a considerable distance. Railroad tracks can transmit vibrations for miles. The worst rail noise comes from diamonds where one set tracks crosses another set of tracks. Major roads that are in poor repair with potholes and lots of semi-trailers are another source of cultural noise.......Just some thoughts to consider. Good luck on your location wherever you choose it. Bob Hancock ----- Original Message ----- From: Gary Lindgren To: psn-l@.............. Sent: Thursday, August 28, 2008 9:59 AM Subject: craw space under house Hi All, I am building a new house. This house has no basement, but has a 24"? crawlspace under the house. I have lots of time, to create a space for my three sensors, under the house. I could also place them in the garage on the concrete floor. My thought was to enter the crawlspace, and dig a small pit large enough to allow for elbow room, then line the pit with concrete blocks to keep dirt away. Perhaps covering the floor area similarly. Concrete may not be the best material. I could also pour a pad or small footing using cement. Please any thoughts on preparing this space? Thanks, Ted Re: crawl space under house

Hi Ted,

I’m glad you are getting lots of ideas for your new seismometer location. I have mine in the wine cellar, on the concrete = floor. Temperature is very stable. No real changes during the day. Over the = seasons, it may change 10 degrees F. However when we visit the wine cellar, the = alarms go off. Walking by will give quite a jolt, at least on the screen. But = quickly settles down. I see traffic noise from 6AM to 11PM (freeway 2 miles = away) and freight trains in the middle of the night (1 mile away) and of course = the washer/dryer. It’s only 15 feet away but with 6” framed wall = with insulation between. Let us know what you decide to = do.

Gary

See http://www= ..blue-eagle-technologies.com/images/ch1.gif  If you are quick, the red signal in upper right is the last wine cellar = visit.

 

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of tchannel1@............
Sent: Saturday, August 30, 2008 2:39 PM
To: psn-l@..............
Subject: Re: crawl space under house

 

Hi Bob,  Thanks for sharing...........Presently my sensors are in the basement on a concrete floor.   Yes I do see people walking = upstairs, but mostly if I place the sensor close to a vertical = wall.

My new house set on a new foundation, so as you point out I may get a lot = of noise as the house settles.   We shall see.   All your information is good to know.

 

Ted

----- Original Message -----

From: Bob Hancock

Sent:<= /b> Saturday, = August 30, 2008 12:40 PM

Subject: Re: crawl = space under house

 

Hi Ted -

When we lived in NJ, I operated a 3 channel MET seismometer in the crawl = space under my apartment.   I had the instrument sitting on a = hexagonal cement block of 12 inches across and 2 inches thick, all covered with a Styrofoam bucket.  The building design included foundation walls = that were placed several feet in the soil, including individual foundations walls = between each apartment.  Although I had the instrument more or less in the = middle of the area, I found that as I walked on the floor above, I could see = that motion on the instrument.  Depending upon your foundation, you may = find that walking around your house will cause deflections of the = instruments.  I have heard similar comments from individuals who have placed instruments in basements or on garage floors.

When we moved to Arizona, I tried a variety of locations including under = my house, in a nearby storage shed and in my workshop.  None were = adequate.  I finally placed the instrument in the ground, first about 75 feet = away and I could always tell when the washing machine when into the spin = cycle.  I finally moved the instrument about 250 feet from the house where = I get a minimum of wind and cultural noise.  The road is about 400 feet = from the instrument and I can see vehicles striking potholes in the road.  I = find that if I drive my garden tractor within 50 feet of my vault, I can see movement on the instrument.  

Depending upon your yard size, you might consider a subsurface vault in = a quiet area, away from trees and any buildings.  It is very difficult to = remove cultural noise as I have found.  However, you should be careful and = do not disturb any more dirt than you need.  Dirt once disturbed is = difficult to re-compact and will be a source of noise for a long time to come as it = settles.  I have found that after 1 1/2 years, I still get occasional ground = noise from settling dirt.

Another thought to consider is insulating your instrument from wind = currents.  Seismometers are extremely sensitive to any wind flow and = temperature change.  In my setup, I first covered my instrument with sand bags, = and that did a good job of insulating the instrument from thermal variation = and wind flow.  However, they were hard to remove from the hole, and I = settled on a large bucket lined with fiberglass which sits on top of the = instrument and covers it down to its base.  I have found this to be very effective = and the bucket protects the instrument from both wind flow and thermal = variations.  Even in a sealed seismic vault you need to protect against errant = wind currents caused by uneven thermal heating of the vault as the sun moves = across the sky.

The key for a quiet instrument is reduction of cultural noise and wind = noise.  Things to consider is under a house you will most likely pick up = movement of people in the house, and tilt from the house in times of high and = possibly even moderate winds.  You proximity to trees is another = consideration as the root structure causes ground tilt for a considerable distance.  Railroad tracks can transmit vibrations for miles.  The worst = rail noise comes from diamonds where one set tracks crosses another set of = tracks.  Major roads that are in poor repair with potholes and lots of semi-trailers are another source of cultural noise.......Just some = thoughts to consider.

Good luck on your location wherever you choose it.

Bob Hancock

 


----- Original Message -----
 
From:  Gary  Lindgren <mailto:gel@.................>= ;  
 
To: psn-l@..............
 
Sent: Thursday, August 28, 2008 9:59  AM
 
Subject: craw space under house

Hi All,    I am building a new house.   This house = has no basement, but has a  24"? crawlspace under the house. =   I have lots of time, to create a  space for my three sensors, under = the house.   I could also place  them in the garage on the = concrete floor.   My thought was to enter  the crawlspace, and dig = a small pit large enough to allow for elbow room, then  line the pit = with concrete blocks to keep dirt away.  Perhaps  covering the = floor area similarly.  Concrete may not be the best  material. =   I could also pour a pad or small footing using  cement.

 

Please any thoughts  on preparing this space?

 

 
 
 

Thanks,  Ted

 

 <= /o:p>

Subject: Re: A test curtain rod bracket/s vertical From: "JAMES ALLEN" jcallen1@........... Date: Sat, 30 Aug 2008 16:32:00 -0700 Hello Meredith, I received the spring material today and installed it into my = Spregnether vertical and the unit centers perfectly. Thanks for your = assistance and the bronze hinge material. The test bed vertical made = with curtain brackets and flat spring material seems very interesting = and within the capability of someone inexperienced to make. Do you = think you will be able to get #3 up to 3 to 5 sec.? Thanks again James Allen ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Friday, August 29, 2008 1:57 PM Subject: A test curtain rod bracket/s vertical Hi all, The below URL is of a simple table top test vertical setup I tried = today. Its uses only flat spring material for the hinge/pivot, main spring/s and seems to allow some limited mass weight = variations by sliding the 2 main springs on the "mast" (bracket) upward. The test versions of the natural = period ran from 1 to almost 2 seconds...probably typical for such. This is ONLY a test vertical mainly looking at the = pivot and flat springs used; I don't really know if its really worth pursuing. Their is 3 "varieties" on the page; = with the last one looking much more potentially useful. =20 http://seismometer.googlepages.com/crv Take care, Meredith
Hello Meredith,
I received the spring material today = and installed=20 it into my Spregnether vertical and the unit centers perfectly.  = Thanks for=20 your assistance and the bronze hinge material.  The test bed = vertical made=20 with curtain brackets and flat spring material seems very interesting = and within=20 the capability of someone inexperienced to make.  Do you think you = will be=20 able to get #3 up to 3 to 5 sec.?
Thanks again
James Allen
----- Original Message -----
From:=20 meredith lamb
Sent: Friday, August 29, 2008 = 1:57=20 PM
Subject: A test curtain rod = bracket/s=20 vertical

Hi all,
 
The below URL is of a simple table top test vertical setup I = tried=20 today.  Its uses only flat spring material for = the
hinge/pivot, main=20 spring/s and seems to allow some limited mass weight variations by = sliding the=20 2 main springs
on the "mast" (bracket) upward.   The test = versions of the natural period ran from 1 to almost 2 = seconds...probably
typical for such.  This is ONLY a test vertical mainly = looking=20 at the pivot and flat springs used; I don't really know
if its = really worth=20 pursuing.  Their is 3 "varieties" on the page; with the = last=20 one looking much more potentially useful. 
 
 
Take care, Meredith
 
Subject: Re: crawl space under house From: tchannel1@............ Date: Sat, 30 Aug 2008 17:59:42 -0600 Re: crawl space under houseGary, Yes your wine cellar on concrete = noise, looks similar to my "walk up to noise" in my basement with = concrete floor. I too get only small temp changes in this room, summer = or winter. Thanks, Ted ----- Original Message -----=20 From: Gary Lindgren=20 To: psn-l@................. Sent: Saturday, August 30, 2008 4:38 PM Subject: RE: crawl space under house Hi Ted, I'm glad you are getting lots of ideas for your new seismometer = location. I have mine in the wine cellar, on the concrete floor. = Temperature is very stable. No real changes during the day. Over the = seasons, it may change 10 degrees F. However when we visit the wine = cellar, the alarms go off. Walking by will give quite a jolt, at least = on the screen. But quickly settles down. I see traffic noise from 6AM to = 11PM (freeway 2 miles away) and freight trains in the middle of the = night (1 mile away) and of course the washer/dryer. It's only 15 feet = away but with 6" framed wall with insulation between. Let us know what = you decide to do. Gary See http://www.blue-eagle-technologies.com/images/ch1.gif If you are = quick, the red signal in upper right is the last wine cellar visit. =20 =20 From: psn-l-request@.............. = [mailto:psn-l-request@............... On Behalf Of = tchannel1@............ Sent: Saturday, August 30, 2008 2:39 PM To: psn-l@.............. Subject: Re: crawl space under house =20 Hi Bob, Thanks for sharing...........Presently my sensors are in the = basement on a concrete floor. Yes I do see people walking upstairs, = but mostly if I place the sensor close to a vertical wall. My new house set on a new foundation, so as you point out I may get a = lot of noise as the house settles. We shall see. All your = information is good to know. =20 Ted ----- Original Message -----=20 From: Bob Hancock=20 To: psn-l@................. Sent: Saturday, August 30, 2008 12:40 PM Subject: Re: crawl space under house =20 Hi Ted - When we lived in NJ, I operated a 3 channel MET seismometer in the = crawl space under my apartment. I had the instrument sitting on a = hexagonal cement block of 12 inches across and 2 inches thick, all = covered with a Styrofoam bucket. The building design included = foundation walls that were placed several feet in the soil, including = individual foundations walls between each apartment. Although I had the = instrument more or less in the middle of the area, I found that as I = walked on the floor above, I could see that motion on the instrument. = Depending upon your foundation, you may find that walking around your = house will cause deflections of the instruments. I have heard similar = comments from individuals who have placed instruments in basements or on = garage floors. When we moved to Arizona, I tried a variety of locations including = under my house, in a nearby storage shed and in my workshop. None were = adequate. I finally placed the instrument in the ground, first about 75 = feet away and I could always tell when the washing machine when into the = spin cycle. I finally moved the instrument about 250 feet from the = house where I get a minimum of wind and cultural noise. The road is = about 400 feet from the instrument and I can see vehicles striking = potholes in the road. I find that if I drive my garden tractor within = 50 feet of my vault, I can see movement on the instrument. =20 Depending upon your yard size, you might consider a subsurface vault = in a quiet area, away from trees and any buildings. It is very = difficult to remove cultural noise as I have found. However, you should = be careful and do not disturb any more dirt than you need. Dirt once = disturbed is difficult to re-compact and will be a source of noise for a = long time to come as it settles. I have found that after 1 1/2 years, I = still get occasional ground noise from settling dirt. Another thought to consider is insulating your instrument from wind = currents. Seismometers are extremely sensitive to any wind flow and = temperature change. In my setup, I first covered my instrument with = sand bags, and that did a good job of insulating the instrument from = thermal variation and wind flow. However, they were hard to remove from = the hole, and I settled on a large bucket lined with fiberglass which = sits on top of the instrument and covers it down to its base. I have = found this to be very effective and the bucket protects the instrument = from both wind flow and thermal variations. Even in a sealed seismic = vault you need to protect against errant wind currents caused by uneven = thermal heating of the vault as the sun moves across the sky. The key for a quiet instrument is reduction of cultural noise and = wind noise. Things to consider is under a house you will most likely = pick up movement of people in the house, and tilt from the house in = times of high and possibly even moderate winds. You proximity to trees = is another consideration as the root structure causes ground tilt for a = considerable distance. Railroad tracks can transmit vibrations for = miles. The worst rail noise comes from diamonds where one set tracks = crosses another set of tracks. Major roads that are in poor repair with = potholes and lots of semi-trailers are another source of cultural = noise.......Just some thoughts to consider. Good luck on your location wherever you choose it. Bob Hancock =20 ----- Original Message -----=20 =20 From: Gary Lindgren =20 =20 To: psn-l@................. =20 Sent: Thursday, August 28, 2008 9:59 AM =20 Subject: craw space under house Hi All, I am building a new house. This house has no = basement, but has a 24"? crawlspace under the house. I have lots of = time, to create a space for my three sensors, under the house. I = could also place them in the garage on the concrete floor. My thought = was to enter the crawlspace, and dig a small pit large enough to allow = for elbow room, then line the pit with concrete blocks to keep dirt = away. Perhaps covering the floor area similarly. Concrete may not be = the best material. I could also pour a pad or small footing using = cement. =20 Please any thoughts on preparing this space? =20 =20 =20 =20 Thanks, Ted =20 =20 Re: crawl = space under house
Gary,  Yes your wine cellar on = concrete noise,=20  looks similar to my "walk up to noise" in my basement with = concrete=20 floor.   I too get only small temp changes in this room, = summer or=20 winter.
Thanks, Ted
----- Original Message -----
From:=20 Gary=20 Lindgren
Sent: Saturday, August 30, 2008 = 4:38=20 PM
Subject: RE: crawl space under=20 house

Hi=20 Ted,

I=92m=20 glad you are getting lots of ideas for your new seismometer location. = I have=20 mine in the wine cellar, on the concrete floor. Temperature is very = stable. No=20 real changes during the day. Over the seasons, it may change 10 = degrees F.=20 However when we visit the wine cellar, the alarms go off. Walking by = will give=20 quite a jolt, at least on the screen. But quickly settles down. I see = traffic=20 noise from 6AM to 11PM (freeway 2 miles away) and freight trains in = the middle=20 of the night (1 mile away) and of course the washer/dryer. It=92s only = 15 feet=20 away but with 6=94 framed wall with insulation between. Let us know = what you=20 decide to do.

Gary

See=20 http://www= ..blue-eagle-technologies.com/images/ch1.gif =20 If you are quick, the red signal in upper right is the last wine = cellar=20 visit.

 

 

From:=20 psn-l-request@.............. [mailto:psn-l-request@............... = On=20 Behalf Of tchannel1@............
Sent: Saturday, August = 30, 2008=20 2:39 PM
To: psn-l@..............
Subject: Re: = crawl space=20 under house

 

Hi = Bob, =20 Thanks for sharing...........Presently my sensors are in the basement = on a=20 concrete floor.   Yes I do see people walking upstairs, but = mostly=20 if I place the sensor close to a vertical = wall.

My new = house set on=20 a new foundation, so as you point out I may get a lot of noise as the = house=20 settles.   We shall see.   All your information is = good to=20 know.

 

Ted

----- = Original=20 Message -----

From: Bob=20 Hancock

To: psn-l@..............=20

Sent: = Saturday, August=20 30, 2008 12:40 PM

Subject: Re: = crawl space=20 under house

 

Hi Ted = -

When we lived in NJ, I operated a 3 channel MET seismometer = in the=20 crawl space under my apartment.   I had the instrument = sitting on=20 a hexagonal cement block of 12 inches across and 2 inches thick, all = covered=20 with a Styrofoam bucket.  The building design included = foundation walls=20 that were placed several feet in the soil, including individual = foundations=20 walls between each apartment.  Although I had the instrument = more or=20 less in the middle of the area, I found that as I walked on the = floor above,=20 I could see that motion on the instrument.  Depending upon your = foundation, you may find that walking around your house will cause=20 deflections of the instruments.  I have heard similar comments = from=20 individuals who have placed instruments in basements or on garage=20 floors.

When we moved to Arizona, I tried a variety of = locations=20 including under my house, in a nearby storage shed and in my = workshop.=20  None were adequate.  I finally placed the instrument in = the=20 ground, first about 75 feet away and I could always tell when the = washing=20 machine when into the spin cycle.  I finally moved the = instrument about=20 250 feet from the house where I get a minimum of wind and cultural = noise.=20  The road is about 400 feet from the instrument and I can see = vehicles=20 striking potholes in the road.  I find that if I drive my = garden=20 tractor within 50 feet of my vault, I can see movement on the = instrument.=20  

Depending upon your yard size, you might consider a = subsurface=20 vault in a quiet area, away from trees and any buildings.  It = is very=20 difficult to remove cultural noise as I have found.  However, = you=20 should be careful and do not disturb any more dirt than you need. =  Dirt=20 once disturbed is difficult to re-compact and will be a source of = noise for=20 a long time to come as it settles.  I have found that after 1 = 1/2=20 years, I still get occasional ground noise from settling=20 dirt.

Another thought to consider is insulating your = instrument from=20 wind currents.  Seismometers are extremely sensitive to any = wind flow=20 and temperature change.  In my setup, I first covered my = instrument=20 with sand bags, and that did a good job of insulating the instrument = from=20 thermal variation and wind flow.  However, they were hard to = remove=20 from the hole, and I settled on a large bucket lined with fiberglass = which=20 sits on top of the instrument and covers it down to its base. =  I have=20 found this to be very effective and the bucket protects the = instrument from=20 both wind flow and thermal variations.  Even in a sealed = seismic vault=20 you need to protect against errant wind currents caused by uneven = thermal=20 heating of the vault as the sun moves across the sky.

The key = for a=20 quiet instrument is reduction of cultural noise and wind noise. =  Things=20 to consider is under a house you will most likely pick up movement = of people=20 in the house, and tilt from the house in times of high and possibly = even=20 moderate winds.  You proximity to trees is another = consideration as the=20 root structure causes ground tilt for a considerable distance.=20  Railroad tracks can transmit vibrations for miles.  The = worst=20 rail noise comes from diamonds where one set tracks crosses another = set of=20 tracks.  Major roads that are in poor repair with potholes and = lots of=20 semi-trailers are another source of cultural noise.......Just some = thoughts=20 to consider.

Good luck on your location wherever you choose=20 it.

Bob Hancock

 


-----=20 Original Message -----
 
From:  Gary=20  Lindgren <mailto:gel@.................>= ;=20  
 
To: psn-l@.................
 
Sent: Thursday, August 28, 2008 9:59=20  AM
 
Subject: craw space under=20 house

Hi = All,=20    I am building a new house.   This = house has no=20 basement, but has a  24"? crawlspace under the house. =   I=20 have lots of time, to create a  space for my three sensors, = under the=20 house.   I could also place  them in the garage on = the=20 concrete floor.   My thought was to enter  the = crawlspace,=20 and dig a small pit large enough to allow for elbow room, then =  line=20 the pit with concrete blocks to keep dirt away.  Perhaps=20  covering the floor area similarly.  Concrete may not be = the=20 best  material.   I could also pour a pad or small = footing=20 using  cement.

 

Please any=20 thoughts  on preparing this space?

 

 
 
 
<= BR>Thanks,=20  Ted

 

 

Subject: Question on seting up a seismograph From: "Rudy Norvelle" rudy43norvelle@........... Date: Sat, 30 Aug 2008 17:09:11 -0700 I am a long time lurker on this list and am finally getting around to = setting up my seismograph, however the only place I will have available = to set it up will be in my garage. I know that this will not be the = most advantageous place to do so. Has anyone set one up in their garage = and what would be the best way of isolating the seismograph from some of = the noise? I know I will have a fair amount of background noise and was = hoping that I can isolate it so that I can get meaningful event = recordings. I am at this time leaning toward a Lehman type sensor with = Larry's Hardware. Any help or directions to websites would be = appreciated. thanks, Rudy Norvelle
I am a long time lurker on this = list and am=20 finally getting around to setting up my seismograph, however the only = place I=20 will have available to set it up will be in my garage.  I know that = this=20 will not be the most advantageous place to do so.  Has anyone set = one up in=20 their garage and what would be the best way of isolating the seismograph = from=20 some of the noise?  I know I will have a fair amount of background = noise=20 and was hoping that I can isolate it so that I can get  meaningful = event=20 recordings.  I am at this time leaning toward a Lehman type sensor = with=20 Larry's Hardware.  Any help or directions to websites would be=20 appreciated.
 
thanks,
 
Rudy = Norvelle
Subject: Re: A test curtain rod bracket/s vertical From: "meredith lamb" paleoartifact@......... Date: Sat, 30 Aug 2008 20:19:01 -0600 Hi James, Good deal on the hinge working for your vertical! As for the curtain bracket test vertical seismometer; as is, with short further tests of it today; I can vary the period from about 1.6 to 1.95s by just screwdriver (releasing and clamping) moving the boom bracket forward away from the mast (longer period, but less mass allowed) or, backward toward the mast (shorter period, but more mass) on the two spring pivot hinges; but, the amount of mass weight allowed also varies with the change. Curiosity says: ~ try a new longer pivot hinge/s and see what that yields. As is; the mass oscillation motion looks very nicely harmonic, and it visually responds to indoor air drafts and floor/table induced walking/weight tilt...which is in itself is quite encouraging, but it is obviously only a very crude indication of its "sensitivity". Actually; I was expecting a much shorter period range than this initially. Until I try other arrangements suggested by Chris; I've no real idea of whether its possible to get more than ~ 2 seconds; time and tests will yield whatever. Theirs even a dual ball pivot arrangement one could try out which might be the simplest but very efficient pivot. There could very well be a variety of models that might be amateur useful. Take care, Meredith On Sat, Aug 30, 2008 at 5:32 PM, JAMES ALLEN wrote: > Hello Meredith, > I received the spring material today and installed it into my Spregnether > vertical and the unit centers perfectly. Thanks for your assistance and the > bronze hinge material. The test bed vertical made with curtain brackets and > flat spring material seems very interesting and within the capability of > someone inexperienced to make. Do you think you will be able to get #3 up > to 3 to 5 sec.? > Thanks again > James Allen >
Hi James,

Good deal on the hinge working for your vertical!

As for the curtain bracket test vertical seismometer; as is, with short further tests of it today; I can vary the period from
about 1.6 to 1.95s by just screwdriver (releasing and clamping) moving the boom bracket forward away from
the mast (longer period, but less mass allowed) or, backward toward the mast (shorter period, but more mass) on the two
spring pivot hinges; but, the amount of mass weight allowed also varies with the change.  Curiosity says: ~ try a
new longer pivot hinge/s and see what that yields.  As is; the mass oscillation motion looks very nicely harmonic,
and it visually responds to indoor air drafts and floor/table induced walking/weight tilt...which is in itself is quite
encouraging, but it is obviously only a very crude indication of its "sensitivity".   Actually; I was expecting a much
shorter period range than this initially.

Until I try other arrangements suggested by Chris; I've no real idea of whether its possible to get more than ~ 2
seconds; time and tests will yield whatever.  Theirs even a dual ball pivot arrangement one could try out which might
be the simplest but very efficient pivot.  There could very well be a variety of models that might be amateur useful.

Take care, Meredith

 
On Sat, Aug 30, 2008 at 5:32 PM, JAMES ALLEN <jcallen1@...........> wrote:
Hello Meredith,
I received the spring material today and installed it into my Spregnether vertical and the unit centers perfectly.  Thanks for your assistance and the bronze hinge material.  The test bed vertical made with curtain brackets and flat spring material seems very interesting and within the capability of someone inexperienced to make.  Do you think you will be able to get #3 up to 3 to 5 sec.?
Thanks again
James Allen

Subject: Re: Question on seting up a seismograph From: tchannel1@............ Date: Sun, 31 Aug 2008 09:11:45 -0600 Hi Rudy, On these questions you will get a lot of help. I too started = in my garage, here is what I found. 1. I first just built the sensor and got it up and running, with no = cover at all. It worked fine but the air currents I made, as I walked = by, created large spikes, noise. Just pointing out the obvious these = sensors are very very sensitive to air movement. =20 2. The next thing I noticed was each morning or night, with no air = movement in the garage, the background noise changed dramatically, as it = was still uncovered. The cause was the cold concrete flood was cooler = than the air, and caused small undetected air currents, rising up. = This was seen on the screen as night time vs. day time differences in = large background noises. This was all new to me as this was my first = involvement. Both of these problems were corrected by enclosing the = sensor in a box. Much has been written about the best way to build an = enclosure. I tried different enclosures and found all of them to be = improvements. I tried an inverted fish aquarium. I tried a wood frame = covered with blankets. I tried Styrofoam box. I tried Plexiglas box. = I tried insulated and uninsulated. I tried sealing the box to the = floor and unsealed. Even a simple cardboard box. These all worked, some better than = others. However after correcting these issues, most of my unwanted = noise came from the Daytime city activities. It would start at 7:00am = and end at 5:00pm. Things would always quiet down at night, with = little background noise. 3. Another observation about my garage floor. It is made of several = divided sections or slabs. I thought these large sections of concrete = were solid. But to the sensor they were as flexible as thin plywood. = If you moved from one section to another the sensor would pick it up as = if you were moving from one teeter totter to another. This did not = stop me from using this concrete floor. I just realized you could not = walk around in the garage without creating noise. I used the garage for many months. It was handy and after I realized = the sensor needed an enclosure and I could not walk around out there it = worked fine for me. For some people the garage may be the only place = they have and it worked for me. Ted ----- Original Message -----=20 From: Rudy Norvelle=20 To: psn-l@................. Sent: Saturday, August 30, 2008 6:09 PM Subject: Question on seting up a seismograph I am a long time lurker on this list and am finally getting around to = setting up my seismograph, however the only place I will have available = to set it up will be in my garage. I know that this will not be the = most advantageous place to do so. Has anyone set one up in their garage = and what would be the best way of isolating the seismograph from some of = the noise? I know I will have a fair amount of background noise and was = hoping that I can isolate it so that I can get meaningful event = recordings. I am at this time leaning toward a Lehman type sensor with = Larry's Hardware. Any help or directions to websites would be = appreciated. thanks, Rudy Norvelle
Hi Rudy,  On these questions you = will get a=20 lot of help.   I too started in my garage, here is what I=20 found.
 
1.  I first just built the sensor = and got it=20 up and running, with no cover at all.   It worked fine but the = air=20 currents I made, as I walked by, created large spikes, noise.  Just = pointing out the obvious these sensors are very very = sensitive =20 to air movement. 
 
2.  The next thing I noticed was = each morning=20 or night, with no air movement in the garage, the background noise = changed=20 dramatically, as it was still uncovered.   The cause was the = cold=20 concrete flood was cooler than the air, and caused small undetected air=20 currents, rising up.   This was seen on the screen as night = time vs.=20 day time differences in large background noises.  This was all new = to me as=20 this was my first  involvement.   Both of these problems = were=20 corrected by enclosing the sensor in a box.   Much has been = written=20 about the best way to build an enclosure.  I tried different = enclosures and=20 found all of them to be improvements.  I tried an inverted fish=20 aquarium.  I tried a wood frame covered with blankets.  I = tried=20 Styrofoam box.  I tried Plexiglas box.  I tried insulated and=20 uninsulated.   I tried sealing the box to the floor and=20 unsealed.
Even a simple cardboard = box.   These all=20 worked, some better than others.   However after correcting = these=20 issues, most of my unwanted noise came from the Daytime city=20 activities.   It would start at 7:00am and end at = 5:00pm.  =20 Things would always quiet down at night, with little background=20 noise.
 
3.  Another observation about my = garage=20 floor.  It is made of several divided sections or = slabs.   I=20 thought these large sections of concrete were solid.  But to the = sensor=20 they were as flexible as thin plywood.  If you moved from one = section to=20 another the sensor would pick it up as if you were moving from one = teeter totter=20 to another.   This did not stop me from using this concrete=20 floor.   I just realized you could not walk around in the = garage=20 without creating noise.
 
I used the garage for many = months.   It=20 was handy and after I realized the sensor needed an enclosure and I = could not=20 walk around out there it worked fine for me.   For some people = the=20 garage may be the only place they have and it worked for = me.
 
Ted
----- Original Message -----
From:=20 Rudy Norvelle
Sent: Saturday, August 30, 2008 = 6:09=20 PM
Subject: Question on seting up = a=20 seismograph

I am a long time lurker on this = list and=20 am finally getting around to setting up my seismograph, however the = only place=20 I will have available to set it up will be in my garage.  I know = that=20 this will not be the most advantageous place to do so.  Has = anyone set=20 one up in their garage and what would be the best way of isolating the = seismograph from some of the noise?  I know I will have a fair = amount of=20 background noise and was hoping that I can isolate it so that I can = get =20 meaningful event recordings.  I am at this time leaning toward a = Lehman=20 type sensor with Larry's Hardware.  Any help or directions to = websites=20 would be appreciated.
 
thanks,
 
Rudy=20 Norvelle
Subject: Re: Question on seting up a seismograph From: George Bush ke6pxp@....... Date: Sun, 31 Aug 2008 10:18:45 -0700 Rudy- I have four instruments located in my garsge and am pleased with their performance there. I have two fine old Geotech model 8700 long-period horiz seismometers (N-S and E-W), a Teledyne Geotech BB-13 broadband vertical seismometer and an experimental Hg-pool tiltmeter. They are all located directly on the concrete slab in a quiet, back corner and the vertical and the tiltmeter are enclosed by 3" solid-foam enclosures to minimize temp variations. The vertical picks-up trafic on the nearby street and the horizontals pick up wave noise and swells from the Ocean which is about a block away. My instruments trigger anytime the the garage door opens/closes and when a car enters or leaves the garage. But their signatures are easy to distinguish and ignore. The nearby traffic noise is mostly high-frequency on the vertical and doing a .1Hz low pass filter in WinQuake removes that noise. The recent Vancouver quake came in right as I was driving out of the garage. If you go to the PSN website, and look at my recordings for 8/27 19:59:22.0 UT, you can easily see the car/garage door signature situated just after the P and S wave arrival and before the surface waves. I haven't found any need to isolate the seismometers from 'some of the noise', other than temperature effects, as isolation from noise may isolate from seismic signals also. I ignore cars going in/out, filter the nearby street, and simply accept that during storms when the ocean is all riled-up, my seismic system is simply off of the air. Hope this helps and congratulations on getting a seismograph set-up! George At 05:09 PM 8/30/2008 -0700, you wrote:=20 >>>> I am a long time lurker on this list and am finally getting around to setting up my seismograph, however the only place I will have available to set it up will be in my garage. I know that this will not be the most advantageous place to do so. Has anyone set one up in their garage and what would be the best way of isolating the seismograph from some of the noise? I know I will have a fair amount of background noise and was hoping that I can isolate it so that I can get meaningful event recordings. I am at this time leaning toward a Lehman type sensor with Larry's Hardware. Any help or directions to websites would be appreciated. =20 thanks, =20 Rudy Norvelle <<<<<<<< George Bush Sea Ranch, CA, USA 38.73775N, 123.48882W Subject: Re: A test curtain rod bracket/s vertical From: "meredith lamb" paleoartifact@......... Date: Mon, 1 Sep 2008 16:45:26 -0600 Hi all, Have explored further into the test curtain rod bracket with the flat 4 springs; and I see its further capable of attaining a reasonably stable natural period in the 2.2 to 2.6s range...which I think is pretty good for such a small size unit. The maximum period I saw was 3.4s; but it was grossly unstable there. I've no past home brew vertical experience at all; but, flat springs too me initially, look to be the better way to go for a short period vertical with a very light weight mass. The variable period "tuning" and "stability" aspect is something one probably wouldn't have much control on, with a comparable traditional straight spiral main spring. Anyway.....onward in time eventually to other suggested pivots....and whatever problems occur with such. By The Way: I note Google is supposedly launching their first web browser tomorrow for download called "Google Chrome". That will also be interesting to explore and compare to all the other browsers. Take care, Meredith
Hi all,

Have explored further into the test curtain rod bracket with the flat 4 springs; and I see its further capable of attaining
a reasonably stable natural period in the 2.2 to 2.6s range...which I think is pretty good for such a small size unit.
The maximum period I saw was 3.4s; but it was grossly unstable there.

I've no past home brew vertical experience at all; but, flat springs too me initially, look to be the better way to go
for a short period vertical with a very light weight mass.  The variable period "tuning" and "stability" aspect is
something one probably wouldn't have much control on, with a comparable traditional straight spiral main spring.

Anyway.....onward in time eventually to other suggested pivots....and whatever problems occur with such.

By The Way: 

I note Google is supposedly launching their first web browser tomorrow for download called "Google Chrome".
That will also be interesting to explore and compare to all the other browsers.

Take care, Meredith

 
Subject: RE: A test curtain rod bracket/s vertical From: "Gary Lindgren" gel@................. Date: Mon, 1 Sep 2008 21:27:26 -0700 Hi Meredith, Thank you for your experiments. It's got me thinking in a new direction. You and others have mentioned temperature affects. What is it that we need to worry about. Is it the spring constant or just simple expansion/contraction that we need to worry about. Are there ways we can use that will nullify the affects, maybe bimetal springs? Oh. and thank you for a heads-up on Google's Chrome. Gary From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of meredith lamb Sent: Monday, September 01, 2008 3:45 PM To: psn-l@.............. Subject: Re: A test curtain rod bracket/s vertical Hi all, Have explored further into the test curtain rod bracket with the flat 4 springs; and I see its further capable of attaining a reasonably stable natural period in the 2.2 to 2.6s range...which I think is pretty good for such a small size unit. The maximum period I saw was 3.4s; but it was grossly unstable there. I've no past home brew vertical experience at all; but, flat springs too me initially, look to be the better way to go for a short period vertical with a very light weight mass. The variable period "tuning" and "stability" aspect is something one probably wouldn't have much control on, with a comparable traditional straight spiral main spring. Anyway.....onward in time eventually to other suggested pivots....and whatever problems occur with such. By The Way: I note Google is supposedly launching their first web browser tomorrow for download called "Google Chrome". That will also be interesting to explore and compare to all the other browsers. Take care, Meredith

Hi Meredith,

Thank you for your experiments. It’s got me = thinking in a new direction. You and others have mentioned temperature affects. What = is it that we need to worry about. Is it the spring constant or just simple expansion/contraction that we need to worry about. Are there ways we can = use that will nullify the affects, maybe bimetal springs?  Oh. and = thank you for a heads-up on Google’s Chrome.

Gary

 

 

 

 

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of meredith lamb
Sent: Monday, September 01, 2008 3:45 PM
To: psn-l@..............
Subject: Re: A test curtain rod bracket/s = vertical

 

Hi all,

Have explored further into the test curtain rod bracket with the flat 4 springs; and I see its further capable of attaining
a reasonably stable natural period in the 2.2 to 2.6s range...which I = think is pretty good for such a small size unit.
The maximum period I saw was 3.4s; but it was grossly unstable = there.

I've no past home brew vertical experience at all; but, flat springs too = me initially, look to be the better way to go
for a short period vertical with a very light weight mass.  The = variable period "tuning" and "stability" aspect is
something one probably wouldn't have much control on, with a comparable traditional straight spiral main spring.

Anyway.....onward in time eventually to other suggested pivots....and = whatever problems occur with such.

By The Way: 

I note Google is supposedly launching their first web browser tomorrow = for download called "Google Chrome".
That will also be interesting to explore and compare to all the other = browsers.

Take care, Meredith

 

Subject: Re: A test curtain rod bracket/s vertical From: ChrisAtUpw@....... Date: Tue, 2 Sep 2008 00:59:03 EDT In a message dated 2008/09/02, gel@................. writes: > You and others have mentioned temperature affects. What is it that we need > to worry about? Is it the spring constant or just simple > expansion/contraction that we need to worry about. Are there ways we can use that will nullify > the affects, maybe bimetal springs? Hi Gary, It is the Temperature Coefficient of Young's Modulus of Steel which is the problem. It is a whacking -2.4 x 10^-4 per C Degree. This large value makes it very difficult indeed to compensate for it's effects, when you need ppm accuracy. However alloys like Elinvar and Ni-SpanC were developed from the mid 1930's onwards which have near zero temperature coefficients. So seismometer manufacturers just use these alloys. However, since they are relatively expensive, they are not widely available for DIY constructors. Regards, Chris Chapman. In a me= ssage dated 2008/09/02, gel@................. writes:

You and others have mentioned t= emperature affects. What is it that we need to worry about? Is it the spring= constant or just simple expansion/contraction that we need to worry about.=20= Are there ways we can use that will nullify the affects, maybe bimetal sprin= gs?


Hi Gary,

       It is the Temperature Coefficient of Yo= ung's Modulus of Steel which is the problem. It is a whacking -2.4 x 10^-4 p= er C Degree. This large value makes it very difficult indeed to compensate f= or it's effects, when you need ppm accuracy.
       However alloys like Elinvar and Ni-Span= C were developed from the mid 1930's onwards which have near zero temperatur= e coefficients. So seismometer manufacturers just use these alloys. However,= since they are relatively expensive, they are not widely available for DIY=20= constructors.

       Regards,

       Chris Chapman.
Subject: New Noise From: tchannel1@............ Date: Tue, 2 Sep 2008 07:09:05 -0600 Hi Folks, This a.m. I checked my sensor screen and found my Lehman, at = 20 seconds, was recording some kind of noise. At first I thought it = looked like the long freqs. from a distant earthquake. However, they = built up over a 5 hour period, all in the quiet time of last night. My = other two short period sensors showed nothing. I looked of an = earthquake, but found nothing to attribute this to. We are having a cold front move through. On the screen the noise looks = like the letter W or small w's and it started small and has been = building over five hours. I copied a one hour trace and looked at the = FFT, it showed a lot of data starting at 10 seconds through 30 seconds. = Again this is the same sort of data I would receive after a large = distant earthquake which would record for maybe two hours. This a.m. the long freq. are still being recorded. We have no wind, no = rain, no great moving clouds, just overcast and in the 40's. It should = warm up 70? I am guessing it is weather, cold front? What else? Could it be the = hurricans 2500 miles to the S.E.? Thanks, Ted in Idaho
Hi Folks,  This a.m. I checked my = sensor=20 screen and found my Lehman, at 20 seconds, was recording some kind of=20 noise.  At first I thought it looked like the long freqs. from a = distant=20 earthquake.  However, they built up over a 5 hour period, all in = the quiet=20 time of last night.  My other two short period sensors showed=20 nothing.   I looked of an earthquake, but found nothing to = attribute=20 this to.
 
We are having a cold front move=20 through.   On the screen the noise looks like the letter W or = small=20 w's and it started small and has been building  over five=20 hours.   I copied a one hour trace and looked at the = FFT,  it=20 showed a lot of data starting at 10 seconds through 30 = seconds.  =20 Again this is the same sort of data I would receive after a large = distant=20 earthquake which would record for maybe two hours.
 
This a.m. the long freq. are still = being=20 recorded.   We have no wind, no rain, no great moving clouds, = just=20 overcast and in the 40's.  It should warm up 70?
 
I am guessing it is weather, cold=20 front?    What else?   Could it be the = hurricans 2500=20 miles to the S.E.?
 
Thanks, Ted in = Idaho
Subject: Re: New Noise From: Thomas Dick dickthomas01@............. Date: Tue, 02 Sep 2008 08:45:41 -0500 From what you described, I saw something similar. However this "noise" seemed to peak here (Evansville,IN) around 13:30 UTC yesterday and the FFT showed a distinct (maximum) peak at 5.192 Hz/period of 5.192 sec. Like you say, my instruments(two Lehmans & AS-1) have seemed unusually quiet for about a week. I attributed my "noise" to reaching shore of Gustav __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: New Noise From: ChrisAtUpw@....... Date: Tue, 2 Sep 2008 11:06:09 EDT In a message dated 2008/09/02, tchannel1@............ writes: > Hi Folks, This a.m. I checked my sensor screen and found my Lehman, at 20 > seconds, was recording some kind of noise. At first I thought it looked like > the long freqs. from a distant earthquake. However, they built up over a 5 > hour period, all in the quiet time of last night. My other two short period > sensors showed nothing. I looked of an earthquake, but found nothing to > attribute this to. Hi Ted, This sounds much more like reverse convection noise. Did it stop when the room temperature warmed up during the morning? Do you have an Al plate + heater resistors in the inside top of your insulating seismometer case? If not, one thing that can happen is reverse convection noise when the external air in the room cools quite a bit below the temperature of the seismometer and the floor. Rolls of cold air peel off the inside of the housing on alternate sides, sink down to the floor and push the arm about. You can check this easily by putting a 'knee' type electric heater pad set to the lowest heat on the external top of the case. The noise will then cease quite quickly. Alternatively, do you have a 'single' electric blanket? Hope that this helps! Regards, Chrios Chapman In a me= ssage dated 2008/09/02, tchannel1@............ writes:

Hi Folks,  This a.m. I che= cked my sensor screen and found my Lehman, at 20 seconds, was recording some= kind of noise.  At first I thought it looked like the long freqs. from= a distant earthquake.  However, they built up over a 5 hour period, al= l in the quiet time of last night.  My other two short period sensors s= howed nothing.   I looked of an earthquake, but found nothing to a= ttribute this to.


Hi Ted,

       This sounds much more like reverse conv= ection noise. Did it stop when the room temperature warmed up during the mor= ning?

       Do you have an Al plate + heater resist= ors in the inside top of your insulating seismometer case?

       If not, one thing that can happen is re= verse convection noise when the external air in the room cools quite a bit b= elow the temperature of the seismometer and the floor. Rolls of cold air pee= l off the inside of the housing on alternate sides, sink down to the floor a= nd push the arm about. You can check this easily by putting a 'knee' type el= ectric heater pad set to the lowest heat on the external top of the case. Th= e noise will then cease quite quickly. Alternatively, do you have a 'single'= electric blanket?

       Hope that this helps!

       Regards,

       Chrios Chapman
Subject: Re: New Noise From: tchannel1@............ Date: Tue, 2 Sep 2008 13:18:26 -0600 Hi Folks, I did check things at 9:00am, A different set of noise from = the city started about 7:00 am. I took an hour trace and found FFT = showing the city noises at around 2 to 4 seconds? and very little in the = 10 to 30 seconds of the unknown ealier noise. So this long freq. = unknown noise was all but gone. It started about 1:00am, got worse = until 7:00am, and then faded out by 9:00am? =20 I now don't think it was not a cold front, however Chris may be correct = in pointing out it could be "Reverse Convection Noise" Here is = why..... The temperature in the room, in the basement changes very little, maybe = 10 degrees. Last night, it was unusually cool, got down to 39 = degrees, day time maybe 68, in this room. In the next room we had an = open window, with the cool night air coming in. Normally the window is = open but the room does not make big swings in temperature, and I have = not seen long freq noise before. I don't think it was a draft coming in = the window, I think it was the cooling of the basement and the room, and = the enclosure, as Chris described. The Lehman has a Styrofoam box, which mainly just keeps the drafts out. = It would not insulate much. I will hope to see the same noise tonight, = if I do I will close the window, to stop the cooling of the room. I = will wait 1/2 hour and then open the window again. This noise is much like what happened a long time ago,when another = sensor set in the garage and the cool night air would raise from the = concrete floor. That stopped when I enclosed sensor. This sensor is = enclose from draft, but I think it is responding to cooling. Thanks, Ted ----- Original Message -----=20 From: ChrisAtUpw@.......... To: psn-l@................. Sent: Tuesday, September 02, 2008 9:06 AM Subject: Re: New Noise In a message dated 2008/09/02, tchannel1@............ writes: Hi Folks, This a.m. I checked my sensor screen and found my Lehman, = at 20 seconds, was recording some kind of noise. At first I thought it = looked like the long freqs. from a distant earthquake. However, they = built up over a 5 hour period, all in the quiet time of last night. My = other two short period sensors showed nothing. I looked of an = earthquake, but found nothing to attribute this to. Hi Ted, This sounds much more like reverse convection noise. Did it = stop when the room temperature warmed up during the morning? Do you have an Al plate + heater resistors in the inside top of = your insulating seismometer case? If not, one thing that can happen is reverse convection noise = when the external air in the room cools quite a bit below the = temperature of the seismometer and the floor. Rolls of cold air peel off = the inside of the housing on alternate sides, sink down to the floor and = push the arm about. You can check this easily by putting a 'knee' type = electric heater pad set to the lowest heat on the external top of the = case. The noise will then cease quite quickly. Alternatively, do you = have a 'single' electric blanket? Hope that this helps! Regards, Chrios Chapman
Hi Folks,  I did check things at = 9:00am, =20 A different set of noise from the city started about 7:00 = am.   I took=20 an hour trace and found FFT showing the city noises at around 2 to 4 = seconds?=20 and very little in the 10 to 30 seconds of the unknown ealier = noise.  =20 So this long freq. unknown noise was all but = gone.  It=20 started about 1:00am, got worse until 7:00am, and then = faded out by=20 9:00am?  
 
 I now don't think it was = not a cold=20 front, however Chris may be correct in pointing out it could be "Reverse = Convection Noise"   Here is why.....
The temperature in the room, in the = basement=20 changes very little, maybe 10 degrees.    Last night, it = was=20 unusually cool, got down to 39 degrees, day time maybe 68, in this=20 room.   In the next room we had an open window, with the cool = night=20 air coming in.   Normally the window is open but the room does = not=20 make big swings in temperature, and I have not seen long freq noise=20 before.  I don't think it was a draft coming in the window, I think = it was=20 the cooling of the basement and the room, and the enclosure, as Chris=20 described.
 
The Lehman has a Styrofoam box, which = mainly just=20 keeps the drafts out.  It would not insulate much.   I = will hope=20 to see the same noise tonight, if I do I will close the window, to stop = the=20 cooling of the room.   I will wait 1/2 hour and then open the = window=20 again.
 
This noise is much like what happened a = long time=20 ago,when another sensor set in the garage and the cool night air would = raise=20 from the concrete floor.   That stopped when I enclosed = sensor. =20 This sensor is enclose from draft, but I think it is responding to=20 cooling.
 
Thanks, Ted
 
 
----- Original Message -----
From:=20 ChrisAtUpw@.......
Sent: Tuesday, September 02, = 2008 9:06=20 AM
Subject: Re: New Noise

In a=20 message dated 2008/09/02, tchannel1@............=20 writes:

Hi Folks,  This a.m. I checked my sensor screen and = found=20 my Lehman, at 20 seconds, was recording some kind of noise.  At = first I=20 thought it looked like the long freqs. from a distant = earthquake. =20 However, they built up over a 5 hour period, all in the quiet time = of last=20 night.  My other two short period sensors showed = nothing.   I=20 looked of an earthquake, but found nothing to attribute this=20 to.


Hi = Ted,

      =20 This sounds much more like reverse convection noise. Did it stop when = the room=20 temperature warmed up during the=20 morning?

       Do you have an Al = plate +=20 heater resistors in the inside top of your insulating seismometer=20 case?

       If not, one thing = that can=20 happen is reverse convection noise when the external air in the room = cools=20 quite a bit below the temperature of the seismometer and the floor. = Rolls of=20 cold air peel off the inside of the housing on alternate sides, sink = down to=20 the floor and push the arm about. You can check this easily by putting = a=20 'knee' type electric heater pad set to the lowest heat on the external = top of=20 the case. The noise will then cease quite quickly. Alternatively, do = you have=20 a 'single' electric = blanket?

       Hope=20 that this helps!

      =20 Regards,

       Chrios = Chapman
=20
Subject: RE: A test curtain rod bracket/s vertical From: "Gary Lindgren" gel@................. Date: Wed, 3 Sep 2008 15:01:50 -0700 Hi Chris, Thank you for the re-education on the temperature stable metals. I remember using Invar back in my microwave vacuum tube days. Invar and similar metals hardly expand with increasing temperature. They are very different. I'm looking into Ni-SpanC 902. Just to see what's available. Gary From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of ChrisAtUpw@....... Sent: Monday, September 01, 2008 9:59 PM To: psn-l@.............. Subject: Re: A test curtain rod bracket/s vertical In a message dated 2008/09/02, gel@................. writes: You and others have mentioned temperature affects. What is it that we need to worry about? Is it the spring constant or just simple expansion/contraction that we need to worry about. Are there ways we can use that will nullify the affects, maybe bimetal springs? Hi Gary, It is the Temperature Coefficient of Young's Modulus of Steel which is the problem. It is a whacking -2.4 x 10^-4 per C Degree. This large value makes it very difficult indeed to compensate for it's effects, when you need ppm accuracy. However alloys like Elinvar and Ni-SpanC were developed from the mid 1930's onwards which have near zero temperature coefficients. So seismometer manufacturers just use these alloys. However, since they are relatively expensive, they are not widely available for DIY constructors. Regards, Chris Chapman.

Hi Chris,

Thank you for the re-education on the temperature stable = metals. I remember using Invar back in my microwave vacuum tube days. Invar and = similar metals hardly expand with increasing temperature. They are very = different. I’m looking into Ni-SpanC 902. Just to see what’s = available.

Gary

 

 

 

 

 

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of ChrisAtUpw@.......
Sent: Monday, September 01, 2008 9:59 PM
To: psn-l@..............
Subject: Re: A test curtain rod bracket/s = vertical

 

In a message dated 2008/09/02, gel@................. writes:


You and others have mentioned temperature affects. What is it that we need = to worry about? Is it the spring constant or just simple expansion/contraction = that we need to worry about. Are there ways we can use that will nullify the = affects, maybe bimetal springs?



Hi Gary,

       It is the Temperature Coefficient = of Young's Modulus of Steel which is the problem. It is a whacking -2.4 x = 10^-4 per C Degree. This large value makes it very difficult indeed to = compensate for it's effects, when you need ppm accuracy.
       However alloys like Elinvar and = Ni-SpanC were developed from the mid 1930's onwards which have near zero = temperature coefficients. So seismometer manufacturers just use these alloys. = However, since they are relatively expensive, they are not widely available for = DIY constructors.

       Regards,

       Chris Chapman.

Subject: RE: A test curtain rod bracket/s vertical From: Brett Nordgren brett3nt@............. Date: Wed, 03 Sep 2008 18:58:16 -0400 Gary, In case you hadn't already seen this you may want to look at: http://bnordgren.org/seismo/ni-span-c_alloy_902.pdf Regards, Brett At 03:01 PM 9/3/2008 -0700, you wrote: >Hi Chris, > >Thank you for the re-education on the temperature stable metals. I >remember using Invar back in my microwave vacuum tube days. Invar and >similar metals hardly expand with increasing temperature. They are very >different. I m looking into Ni-SpanC 902. Just to see what s available. > >Gary __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: A test curtain rod bracket/s vertical From: "Gary Lindgren" gel@................. Date: Wed, 3 Sep 2008 16:04:12 -0700 Chris, What is this Ni-SpanC 902 material like? Is it similar to 1095 steel as far a spring aspect. I found a roll in Wallingford Connecticut that is .014" thick and 1.062" wide and about 95' long. About 5 pounds worth. As you said it is expensive, $300. Gary From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of ChrisAtUpw@....... Sent: Monday, September 01, 2008 9:59 PM To: psn-l@.............. Subject: Re: A test curtain rod bracket/s vertical In a message dated 2008/09/02, gel@................. writes: You and others have mentioned temperature affects. What is it that we need to worry about? Is it the spring constant or just simple expansion/contraction that we need to worry about. Are there ways we can use that will nullify the affects, maybe bimetal springs? Hi Gary, It is the Temperature Coefficient of Young's Modulus of Steel which is the problem. It is a whacking -2.4 x 10^-4 per C Degree. This large value makes it very difficult indeed to compensate for it's effects, when you need ppm accuracy. However alloys like Elinvar and Ni-SpanC were developed from the mid 1930's onwards which have near zero temperature coefficients. So seismometer manufacturers just use these alloys. However, since they are relatively expensive, they are not widely available for DIY constructors. Regards, Chris Chapman.

Chris,

What is this Ni-SpanC 902 material like? Is it similar to = 1095 steel as far a spring aspect. I found a roll in Wallingford Connecticut = that is ..014” thick and 1.062” wide and about 95’ long. About = 5 pounds worth. As you said it is expensive, $300.

Gary

 

 

 

 

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of ChrisAtUpw@.......
Sent: Monday, September 01, 2008 9:59 PM
To: psn-l@..............
Subject: Re: A test curtain rod bracket/s = vertical

 

In a message dated 2008/09/02, gel@................. writes:


You and others have mentioned temperature affects. What is it that we need = to worry about? Is it the spring constant or just simple expansion/contraction = that we need to worry about. Are there ways we can use that will nullify the = affects, maybe bimetal springs?



Hi Gary,

       It is the Temperature Coefficient = of Young's Modulus of Steel which is the problem. It is a whacking -2.4 x = 10^-4 per C Degree. This large value makes it very difficult indeed to = compensate for it's effects, when you need ppm accuracy.
       However alloys like Elinvar and = Ni-SpanC were developed from the mid 1930's onwards which have near zero = temperature coefficients. So seismometer manufacturers just use these alloys. = However, since they are relatively expensive, they are not widely available for = DIY constructors.

       Regards,

       Chris Chapman.

Subject: Re: A test curtain rod bracket/s vertical From: ChrisAtUpw@....... Date: Wed, 3 Sep 2008 19:10:27 EDT In a message dated 2008/09/03, gel@................. writes: > I remember using Invar back in my microwave vacuum tube days. Invar and=20 > similar metals hardly expand with increasing temperature. They are very=20 > different. I=E2=80=99m looking into Ni-SpanC 902. Just to see what=E2=80= =99s available. Hi Gary, I suggest that you look for Elinvar at the same time? Let me know how you get on, please? Regards, Chris Chapman =20 In a me= ssage dated 2008/09/03, gel@................. writes:

I remember using Invar back in=20= my microwave vacuum tube days. Invar and similar metals hardly expand with i= ncreasing temperature. They are very different. I=E2=80=99m looking into Ni-= SpanC 902. Just to see what=E2=80=99s available.


Hi Gary,

       I suggest that you look for Elinvar at=20= the same time?

       Let me know how you get on, please?

       Regards,

       Chris Chapman
Subject: Re: A test curtain rod bracket/s vertical From: "Charles R. Patton" charles.r.patton@........ Date: Wed, 03 Sep 2008 16:21:53 -0700 Some years ago I got some Elinvar from Hamilton Precision metals. A quick search of the PSN discussions found probably the best summary by Karl Cunningham 20 Oct 1998.----- There are several alloys that exhibit near zero temperature coefficient of modulus of elasticity, at least over the range near room temperature. According to the Machinery Handbook, 22rd edition, they are: Elinvar (Trade name of Society Anon. de Commentry Fourchambault et Decazeville, Paris, France) -- The first constant-modulus alloy used for hairsprings in watches. Variations are known by Elinvar Extra, Durinval, Modulvar, and Nivarox. Ni-Span C (Trade name of International Nickel) -- Very popular constant-modulus alloy. Useful up to 60K - 80K psi stress. Iso-Elastic (Trade name of John Chatillon & Sons) -- Useful to 40K to 60K psi. Used in dynamometers, instruments, and food-weighing scales. Elgiloy (Trade name of Elgin National Watch Co) -- Also known as 8J Alloy, Durapower, and Cobenium. NON-MAGNETIC alloy useful up to 75K psi stress. Used in watches and instrument springs. Dynavar (Trade name of Hamilton Watch Co) -- Also NON-MAGNETIC. Similar characteristics and uses as Elgiloy. Regards, Charles Patton Gary Lindgren wrote: > > Hi Chris, > > Thank you for the re-education on the temperature stable metals. I > remember using Invar back in my microwave vacuum tube days. Invar and > similar metals hardly expand with increasing temperature. They are > very different. I’m looking into Ni-SpanC 902. Just to see what’s > available. > > Gary > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: A test curtain rod bracket/s vertical From: "Gary Lindgren" gel@................. Date: Wed, 3 Sep 2008 16:52:19 -0700 Chris, I found a Chinese web site and got impression that Elinvar is same as = Ni-SpanC 902 is this correct? = http://www.ecplaza.net/tradeleads/seller/4954320/nispan_alloy.html It = seems much easier to find Ni-SpanC 902 vs. Elinvar. Gary =20 =20 =20 From: psn-l-request@.............. [mailto:psn-l-request@............... = On Behalf Of ChrisAtUpw@....... Sent: Wednesday, September 03, 2008 4:10 PM To: psn-l@.............. Subject: Re: A test curtain rod bracket/s vertical =20 In a message dated 2008/09/03, gel@................. writes: I remember using Invar back in my microwave vacuum tube days. Invar and = similar metals hardly expand with increasing temperature. They are very = different. I=E2=80=99m looking into Ni-SpanC 902. Just to see = what=E2=80=99s available. Hi Gary, I suggest that you look for Elinvar at the same time? Let me know how you get on, please? Regards, Chris Chapman=20

Chris,

I found a Chinese web site and got impression that = Elinvar is same as Ni-SpanC 902 is this correct? http://www.ecplaza.net/tradeleads/seller/4954320/nispan_alloy.html= =C2=A0It seems much easier to find Ni-SpanC 902 vs. = Elinvar.

Gary

 

 

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of ChrisAtUpw@.......
Sent: Wednesday, September 03, 2008 4:10 PM
To: psn-l@..............
Subject: Re: A test curtain rod bracket/s = vertical

 

In a message dated 2008/09/03, gel@................. writes:


I remember using Invar back in my microwave vacuum tube days. Invar and = similar metals hardly expand with increasing temperature. They are very = different. I=E2=80=99m looking into Ni-SpanC 902. Just to see what=E2=80=99s = available.



Hi Gary,

       I suggest that you look for Elinvar = at the same time?

       Let me know how you get on, = please?

       Regards,

       Chris Chapman

Subject: Re: A test curtain rod bracket/s vertical From: "meredith lamb" paleoartifact@......... Date: Wed, 3 Sep 2008 18:33:23 -0600 Hi all, Basic question for anyone who has used one or more of the below....Assuming "it's a ~ manageable thickness ~, can "it", be cut with hand shears (?), or would it require a power shear (sheet metal brake) unit or service ? Take care, Meredith On Wed, Sep 3, 2008 at 5:21 PM, Charles R. Patton wrote: > Some years ago I got some Elinvar from Hamilton Precision metals. > > A quick search of the PSN discussions found probably the best summary by > Karl Cunningham 20 Oct 1998.----- > There are several alloys that exhibit near zero temperature coefficient of > modulus of elasticity, at least over the range near room temperature. > According to the Machinery Handbook, 22rd edition, they are: > > Elinvar (Trade name of Society Anon. de Commentry Fourchambault et > Decazeville, Paris, France) -- The first constant-modulus alloy used for > hairsprings in watches. Variations are known by Elinvar Extra, Durinval, > Modulvar, and Nivarox. > > Ni-Span C (Trade name of International Nickel) -- Very popular > constant-modulus alloy. Useful up to 60K - 80K psi stress. > > Iso-Elastic (Trade name of John Chatillon & Sons) -- Useful to 40K to 60K > psi. Used in dynamometers, instruments, and food-weighing scales. > > Elgiloy (Trade name of Elgin National Watch Co) -- Also known as 8J Alloy, > Durapower, and Cobenium. NON-MAGNETIC alloy useful up to 75K psi stress. > Used in watches and instrument springs. > > Dynavar (Trade name of Hamilton Watch Co) -- Also NON-MAGNETIC. Similar > characteristics and uses as Elgiloy. > > Regards, > Charles Patton > >
Hi all,

Basic question for anyone who has used one or more of the below....Assuming "it's
a ~ manageable thickness ~, can "it", be cut with hand shears (?), or would it require
a power shear (sheet metal brake) unit or service ?

Take care, Meredith

On Wed, Sep 3, 2008 at 5:21 PM, Charles R. Patton <charles.r.patton@........> wrote:
Some years ago I got some Elinvar from Hamilton Precision metals.

A quick search of the PSN discussions found probably the best summary by Karl Cunningham 20 Oct 1998.-----
There are several alloys that exhibit near zero temperature coefficient of
modulus of elasticity, at least over the range near room temperature.
According to the Machinery Handbook, 22rd edition, they are:

Elinvar (Trade name of Society Anon. de Commentry Fourchambault et
Decazeville, Paris, France) -- The first constant-modulus alloy used for
hairsprings in watches. Variations are known by Elinvar Extra, Durinval,
Modulvar, and Nivarox.

Ni-Span C (Trade name of International Nickel) -- Very popular
constant-modulus alloy. Useful up to 60K - 80K psi stress.

Iso-Elastic (Trade name of John Chatillon & Sons) -- Useful to 40K to 60K
psi. Used in dynamometers, instruments, and food-weighing scales.

Elgiloy (Trade name of Elgin National Watch Co) -- Also known as 8J Alloy,
Durapower, and Cobenium. NON-MAGNETIC alloy useful up to 75K psi stress.
Used in watches and instrument springs.

Dynavar (Trade name of Hamilton Watch Co) -- Also NON-MAGNETIC. Similar
characteristics and uses as Elgiloy.

Regards,
Charles Patton



Subject: Is that the RAT Island Alaska Earthquake From: "Gary Lindgren" gel@................. Date: Mon, 8 Sep 2008 14:37:15 -0700 Today I see a long ringing that seems to correlate to earthquake in RAT Islands at 19:18:32 UTC. There was no magnitude noted, But it must have been a big one. As you may note there was also a M7.0 in Vanuatu at 18:52:08. Anyone pickup on the magnitude. Gary Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 650-326-0655 www.blue-eagle-technologies.com cymonsplace.blogspot.com

Today I see a long ringing that seems to correlate = to earthquake in RAT Islands at 19:18:32 UTC. There was no magnitude noted, But it = must have been a big one. As you may note there was also a M7.0 in Vanuatu at = 18:52:08. Anyone pickup on the magnitude.

Gary

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655<= /span>

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 

Subject: Re: Is that the RAT Island Alaska Earthquake From: ahrubetz@....... Date: Mon, 08 Sep 2008 18:27:40 -0400 Gary, I record these as high amplitude surface waves emanating?from the Fiji event. Al Hrubetz -----Original Message----- From: Gary Lindgren To: psn-l@.............. Sent: Mon, 8 Sep 2008 4:37 pm Subject: Is that the RAT Island Alaska Earthquake Today I see a long ringing that seems to correlate to earthquake in RAT Islands at 19:18:32 UTC. There was no magnitude noted, But it must have been a big one. As you may note there was also a M7.0 in Vanuatu at 18:52:08. Anyone pickup on the magnitude. Gary ? Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 ? 650-326-0655 ? www.blue-eagle-technologies.com cymonsplace.blogspot.com? ? ?
Gary,
I record these as high amplitude surface waves emanating from the Fiji event.
Al Hrubetz


-----Original Message-----
From: Gary Lindgren <gel@.................>
To: psn-l@..............
Sent: Mon, 8 Sep 2008 4:37 pm
Subject: Is that the RAT Island Alaska Earthquake

Today I see a long ringing that seems to correlate to earthquake in RAT Islands at 19:18:32 UTC. There was no magnitude noted, But it must have been a big one. As you may note there was also a M7.0 in Vanuatu at 18:52:08. Anyone pickup on the magnitude.
Gary
 
Gary Lindgren
585 Lincoln Ave
Palo Alto CA 94301
 
650-326-0655
 
 
 
Subject: RE: Is that the RAT Island Alaska Earthquake From: "Gary Lindgren" gel@................. Date: Mon, 8 Sep 2008 15:38:58 -0700 Al, I agree, that was my first thought. It looks just that big one a month ago from the Santa Cruz Islands, it's in that same area. Thank you for the correction. Gary From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of ahrubetz@....... Sent: Monday, September 08, 2008 3:28 PM To: psn-l@.............. Subject: Re: Is that the RAT Island Alaska Earthquake Gary, I record these as high amplitude surface waves emanating from the Fiji event. Al Hrubetz -----Original Message----- From: Gary Lindgren To: psn-l@.............. Sent: Mon, 8 Sep 2008 4:37 pm Subject: Is that the RAT Island Alaska Earthquake Today I see a long ringing that seems to correlate to earthquake in RAT Islands at 19:18:32 UTC. There was no magnitude noted, But it must have been a big one. As you may note there was also a M7.0 in Vanuatu at 18:52:08. Anyone pickup on the magnitude. Gary Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 650-326-0655 www.blue-eagle-technologies.com cymonsplace.blogspot.com _____ Looking for spoilers and reviews on the new TV season? Get AOL's ultimate guide to fall TV.

Al,

I agree, that was my first thought. It looks just that = big one a month ago from the Santa Cruz Islands, it’s in that same area. = Thank you for the correction.

Gary

 

From:= = psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of = ahrubetz@.......
Sent: Monday, September 08, 2008 3:28 PM
To: psn-l@..............
Subject: Re: Is that the RAT Island Alaska = Earthquake

 

Gary,
I record these as high amplitude surface waves emanating from the = Fiji event.

Al Hrubetz


-----Original Message-----
From: Gary Lindgren <gel@.................>
To: psn-l@..............
Sent: Mon, 8 Sep 2008 4:37 pm
Subject: Is that the RAT Island Alaska Earthquake

Today I see a long ringing that seems to correlate = to earthquake in RAT Islands at 19:18:32 UTC. There was no magnitude noted, = But it must have been a big one. As you may note there was also a M7.0 in = Vanuatu at 18:52:08. Anyone pickup on the magnitude.

Gary

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655<= /span>

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 


Looking for spoilers and = reviews on the new TV season? Get AOL's ultimate guide to fall = TV.

Subject: RE: Is that the RAT Island Alaska Earthquake From: Barry Lotz barry_lotz@............. Date: Mon, 8 Sep 2008 19:01:45 -0700 (PDT) Gary I picked up the event @ Vanuatu. Winquake confirms the event time. Regards Barry --- On Mon, 9/8/08, Gary Lindgren wrote: From: Gary Lindgren Subject: RE: Is that the RAT Island Alaska Earthquake To: psn-l@.............. Date: Monday, September 8, 2008, 3:38 PM Al, I agree, that was my first thought. It looks just that big one a month ago = from the Santa Cruz Islands, it=A2s in that same area. Thank you for the co= rrection. Gary =A0 From: psn-l-request@.............. [mailto:psn-l-request@............... On= Behalf Of ahrubetz@....... Sent: Monday, September 08, 2008 3:28 PM To: psn-l@.............. Subject: Re: Is that the RAT Island Alaska Earthquake =A0 Gary, I record these as high amplitude surface waves emanating=A0from the Fiji ev= ent. Al Hrubetz -----Original Message----- From: Gary Lindgren To: psn-l@.............. Sent: Mon, 8 Sep 2008 4:37 pm Subject: Is that the RAT Island Alaska Earthquake Today I see a long ringing that seems to correlate to earthquake in RAT Isl= ands at 19:18:32 UTC. There was no magnitude noted, But it must have been a= big one. As you may note there was also a M7.0 in Vanuatu at 18:52:08. Any= one pickup on the magnitude. Gary =A0 Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 =A0 650-326-0655 =A0 www.blue-eagle-technologies.com cymonsplace.blogspot.com=A0 =A0 =A0 Looking for spoilers and reviews on the new TV season? Get AOL's ultimate g= uide to fall TV.
Gary
I picked up the event @ Vanuatu. Winquake confirms the event time.
Regards
Barry


--- On Mon, 9/8/08, Gary Lindgren <gel@............... com> wrote:
From: Gary Lindgren <gel@.................>
= Subject: RE: Is that the RAT Island Alaska Earthquake
To: psn-l@webtroni= cs.com
Date: Monday, September 8, 2008, 3:38 PM

Al,

I agree, that was my first thought. It look= s just that big one a month ago from the Santa Cruz Islands, it=A2s in that= same area. Thank you for the correction.

Gary

 

From: psn-l-request@.............. [mailto:psn-l-req= uest@............... On Behalf Of ahrubetz@.......
Sent: M= onday, September 08, 2008 3:28 PM
To: psn-l@..............
= Subject: Re: Is that the RAT Island Alaska Earthquake

 

Gary,
I record these as high amplitude surface wave= s emanating from the Fiji event.

Al Hrubetz


--= ---Original Message-----
From: Gary Lindgren <gel@.................&g= t;
To: psn-l@..............
Sent: Mon, 8 Sep 2008 4:37 pm
Subject:= Is that the RAT Island Alaska Earthquake

Today I see a long ringing that seems to correlate to = earthquake in RAT Islands at 19:18:32 UTC. There was no magnitude noted, Bu= t it must have been a big one. As you may note there was also a M7.0 in Van= uatu at 18:52:08. Anyone pickup on the magnitude.

Gary

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655

 

www.blue-eagle-technologies.com

cymonsplace.blogspot.com 

 

 


Looking for spoiler= s and reviews on the new TV season? Get AOL's ultimate guide to fall TV= .

Subject: Re: Is that the RAT Island Alaska Earthquake From: Steinar Midtskogen steinar@............. Date: Tue, 09 Sep 2008 06:52:54 +0200 [Barry Lotz] > Gary > I picked up the event @ Vanuatu. Winquake confirms the event time. I also picked up the Vanatu event from a distance of 14,500 km, but the event time seems to be a couple of minutes off. I haven't seen that before. -- Steinar __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: copy From: "A FRIELINK" allink1@........... Date: Tue, 09 Sep 2008 17:54:13 -0400 Hello' Does anyone have a copy of SDR 2.71 that they can e-mail to me? It would = be greatly appreciated. Thank you. Al Frielink allink1@........... No virus found in this outgoing message Checked by PC Tools AntiVirus (4.0.0.26 - 10.100.027). http://www.pctools.com/free-antivirus/
Hello'
Does anyone have a copy of SDR 2.71 = that they can=20 e-mail to me? It would be greatly appreciated.
Thank you.
Al Frielink
 
allink1@...........
 
 


No virus found in this outgoing message
Checked by PC Tools AntiVirus (4.0.0.26 - 10.100.027).
http://www.pctools.com/free-antivirus/
Subject: Re: copy From: Larry Cochrane lcochrane@.............. Date: Tue, 09 Sep 2008 17:40:29 -0700 Al, The last version of SDR is version 4.1. You can download it from here http://www.seismicnet.com/software/sdr41.zip Regards, Larry Cochrane Redwood City, PSN A FRIELINK wrote: > Hello' > Does anyone have a copy of SDR 2.71 that they can e-mail to me? It would be greatly appreciated. > Thank you. > Al Frielink > > allink1@........... > > No virus found in this outgoing message > Checked by PC Tools AntiVirus (4.0.0.26 - 10.100.027). > http://www.pctools.com/free-antivirus/ > > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Mystery scavenger seismometer part From: "meredith lamb" paleoartifact@......... Date: Tue, 9 Sep 2008 18:53:58 -0600 Just for fun, I put this up on a web page. What it is in normal use is apparent, but the real scavenger in you question is; what do you think it could be used for in a seismometer? Yes; its a bit "outside the box" of what a great majority of home seismometer builders have done/tried/or actually use. I doubt the mystery description/use will take very long for someone to give the right answer. http://seismometer.googlepages.com/mysteryseismometerpart Take care, Meredith

Just for fun, I put this up on a web page.  What it is in normal use is apparent, but the real scavenger
in you question is; what do you think it could be used for in a seismometer?  Yes; its a bit "outside the box"
of what a great majority of home seismometer builders have done/tried/or actually use.  I doubt the mystery
description/use will take very long for someone to give the right answer.
 
 
Take care, Meredith
 
   

Subject: Re: Mystery scavenger seismometer part and pivot systems From: Charles Patton charles.r.patton@........ Date: Tue, 09 Sep 2008 21:36:32 -0700 It might make a good crossed wire roll pivot - if it has about three brothers. Crossed wire/band pivots are similar to a Rollamite except with space between the rolls so they're not running in contact. In previous Brett Nordgren tests these types of pivots had the lowest friction. Brett, Chris Chapman and I are putting the finishing touches on a web site page with exact formulas in spreadsheet form for several pivots so amateurs can experiment with more insight into what is happening with a given geometry, i.e., finding the locus for the pivot along with some practical comments about their use. Formulas/spreadsheets for: + Crossed wire/band rolls (such as separated Rollamite cylinders) + Crossed wire/band suspensions (such as used in LIGO vibration isolation systems) + ball on plate (the typical pivot of choice for many Lehmans) (a bit of advance warning -- this is one of the worst) + plate on ball (much better than ball on plate, and same complexity of construction.) Regards, Charles Patton meredith lamb wrote: > > Just for fun, I put this up on a web page. What it is in normal use is > apparent, but the real scavenger > in you question is; what do you think it could be used for in a > seismometer? Yes; its a bit "outside the box" > of what a great majority of home seismometer builders have done/tried/or > actually use. I doubt the mystery > description/use will take very long for someone to give the right answer. > > http://seismometer.googlepages.com/mysteryseismometerpart > > Take care, Meredith > > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Mystery scavenger seismometer part and pivot systems From: "meredith lamb" paleoartifact@......... Date: Wed, 10 Sep 2008 09:51:41 -0600 Hi Charles, You got it! Actually; Brett and Chris had a PSN email on the subject back in 2005, where Chris well defined such; and he also used a pulley/s as a explanation example: http://www.seismicnet.com/psnlist/051025_150806_1.html For those even vaguely interested; the double/grove/belt pulley shown is presently still on sale for $5 each. I can only guess the quanity they have is quite limited. They do look precision made, and the inner belt surfaces look ultra smooth and of course the belt grooves would handily contain and constrain the wire/s lateral and vertical setting used. Of course one can guess that there is a great variety of other pulleys available that could do the same pivot purpose. I only have one such pulley actually; but it should be alot of fun to get more and actually set up a horizontal sensing unit. It will be a natural short period, but with a positional sensor, it should obtain alot of the longer period signals. Using pulleys is presently not a "proven" model approach....but at least too me, it looks quite feasible and much more mechanically easier to machine and employ. http//www.goldmine-elec-products.com/prodinfo.asp?number=G15814 Am pretty sure their description of the material (stainless steel pulley), is not correct; I think its actually a nickel/chrome plated alloy of aluminum, as it exhibits a eddy current result with magnets and it doesn't have the hand weight feel of real stainless steel. Regardless, the pulley/s could greatly simplify a wire pivot setup, as at least the top 2 pulleys, would only need wire holes through the outer top side/s and perhaps another drilled and tapped hole to secure the two ends of the wires for each loop. The bottom 2 pulleys where the suspended/attached mass is; "could be" just a single grove pulley/s on either side of the attached rolling pivot mass. Admittedly; there could be problem/s with using pulleys, but most likely with strict alignment of the pairs used. Getting the wire loop lengths the same will probably be the most tedious adjustment. Of course with whatever pulley is actually used, you do need a non-magnetic pulley/s around the bottom two attached to the mass. Of course I don't have even near the expertise of any of you; but Brett's result looks the same as my very old flimsy table top test of years back; i.e., ultra low friction, far and away the best of any pivot I ever tested. There I used 2 cyclinders. Low friction literally means a more accurate representation of the seismic signals induced on the enertia seismic mass. Chris mentioned also, zero net torque! This is of course also called a "Figure 8" suspension he has mentioned many times. WONDERFUL on the collaboration effort with the pivots! That should be invaluable to everyone and a giant leap over the older pivots traditionally used! Take care, Meredith On Tue, Sep 9, 2008 at 10:36 PM, Charles Patton wrote: > It might make a good crossed wire roll pivot - if it has about three > brothers. Crossed wire/band pivots are similar to a Rollamite except with > space between the rolls so they're not running in contact. In previous Brett > Nordgren tests these types of pivots had the lowest friction. > > Brett, Chris Chapman and I are putting the finishing touches on a web site > page with exact formulas in spreadsheet form for several pivots so amateurs > can experiment with more insight into what is happening with a given > geometry, i.e., finding the locus for the pivot along with some practical > comments about their use. > > Formulas/spreadsheets for: > + Crossed wire/band rolls (such as separated Rollamite cylinders) > + Crossed wire/band suspensions (such as used in LIGO vibration isolation > systems) > + ball on plate (the typical pivot of choice for many Lehmans) (a bit of > advance warning -- this is one of the worst) > + plate on ball (much better than ball on plate, and same complexity of > construction.) > > Regards, > Charles Patton > > > > >
Hi Charles,
 
You got it!
 
Actually; Brett and Chris had a PSN email on the subject back in 2005, where Chris well defined such; and he also used
a pulley/s as a explanation example:
 
 
For those even vaguely interested; the double/grove/belt pulley shown is presently still on sale for $5 each.  I can only guess the quanity they
have is quite limited.  They do look precision made, and the inner belt surfaces look ultra smooth and of course the belt grooves would
handily contain and constrain the wire/s lateral and vertical setting used.  Of course one can guess that there is a great variety of other
pulleys available that could do the same pivot purpose.  I only have one such pulley actually; but it should be alot of fun to get more and actually
set up a horizontal sensing unit.  It will be a natural short period, but with a positional sensor, it should obtain alot of the longer period
signals.  Using pulleys is presently not a "proven" model approach....but at least too me, it looks quite feasible and much more mechanically
easier to machine and employ.
 
 
Am pretty sure their description of the material (stainless steel pulley), is not correct; I think its actually a nickel/chrome plated
alloy of aluminum, as it exhibits a eddy current result with magnets and it doesn't have the hand weight feel of real stainless steel.
Regardless, the pulley/s could greatly simplify a wire pivot setup, as at least the top 2 pulleys, would only need wire holes through
the outer top side/s and perhaps another drilled and tapped hole to secure the two ends of the wires for each loop.  The bottom 2 pulleys
where the suspended/attached mass is; "could be" just a single grove pulley/s on either side of the attached rolling pivot mass. 
Admittedly; there could be problem/s with using pulleys, but most likely with strict alignment of the pairs used.  Getting the wire loop
lengths the same will probably be the most tedious adjustment.  Of course with whatever pulley is actually used, you do need a
non-magnetic pulley/s around the bottom two attached to the mass.
 
Of course I don't have even near the expertise of any of you; but Brett's result looks the same as my very old flimsy table top test of years
back; i.e., ultra low friction, far and away the best of any pivot I ever tested.  There I used 2 cyclinders.  Low friction literally means a more
accurate representation of the seismic signals induced on the enertia seismic mass.  Chris mentioned also, zero net torque!  This
is of course also called a "Figure 8" suspension he has mentioned many times.
 
WONDERFUL on the collaboration effort with the pivots!  That should be invaluable to everyone and a giant leap over the
older pivots traditionally used!  
 
Take care, Meredith 

On Tue, Sep 9, 2008 at 10:36 PM, Charles Patton <charles.r.patton@........> wrote:
It might make a good crossed wire roll pivot - if it has about three brothers.  Crossed wire/band pivots are similar to a Rollamite except with space between the rolls so they're not running in contact. In previous Brett Nordgren tests these types of pivots had the lowest friction.

Brett, Chris Chapman and I are putting the finishing touches on a web site page with exact formulas in spreadsheet form for several pivots so amateurs can experiment with more insight into what is happening with a given geometry, i.e., finding the locus for the pivot along with some practical comments about their use.

Formulas/spreadsheets for:
+ Crossed wire/band rolls (such as separated Rollamite cylinders)
+ Crossed wire/band suspensions (such as used in LIGO vibration isolation systems)
+ ball on plate (the typical pivot of choice for many Lehmans) (a bit of advance warning -- this is one of the worst)
+ plate on ball (much better than ball on plate, and same complexity of construction.)

Regards,
Charles Patton




Subject: Web Site From: Richard Webb dwebb002@............. Date: Wed, 10 Sep 2008 18:45:38 -0400 I just wanted to let you know that I posted the Sprengnether 201 manuals and two old (1956 & 1936) Coast and Geodetic Survey booklets to my site. The booklets are interesting for the photos of old seismometers and info for setting up a site. It's address is http://home.earthlink.net/~dwebb002/ . Note that I haven't figured out how to link in my embedded genealogy site. Dick Webb Raleigh, NC __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Web Site From: "JAMES ALLEN" jcallen1@........... Date: Wed, 10 Sep 2008 18:54:18 -0700 Dick What a cool web site and impressive seismometer collection you have. I downloaded the old manuals (documents) which were also very interesting. BTW, the baby is very cute. James Allen ----- Original Message ----- From: "Richard Webb" To: Sent: Wednesday, September 10, 2008 3:45 PM Subject: Web Site >I just wanted to let you know that I posted the Sprengnether 201 manuals >and two old (1956 & 1936) Coast and Geodetic Survey booklets to my site. >The booklets are interesting for the photos of old seismometers and info >for setting up a site. It's address is >http://home.earthlink.net/~dwebb002/ . Note that I haven't figured out >how to link in my embedded genealogy site. > > Dick Webb > Raleigh, NC > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with the body of the > message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: indonesia & japan events From: Barry Lotz barry_lotz@............. Date: Wed, 10 Sep 2008 20:45:30 -0700 (PDT) Hi All Kind of interesting to have two moderate events within minutes of each other an well separated. I will be interested how winquake shows them. Barry
Hi All
Kind of interesting to have two moderate events within minutes of each other an well separated. I will be interested how winquake shows them.
Barry
Subject: Strange geophone pattern From: Steinar Midtskogen steinar@............. Date: Thu, 11 Sep 2008 10:36:05 +0200 I have a Mark Products 4.5 Hz 3 component L15B geophone, and since the two major earthquakes in Indonesia and Hokkaido happened during the night here when the local noise is low, I thought it would be interesting to see whether such quakes show up at all on a geophone. Apparently, they didn't, but I found a strange pattern repeating every 25 minutes: http://voksenlia.net/met/seismometer/geo.jpg Does anyone have any ideas what could cause this? Perhaps an airconditioner two floors above? Then it seems to run through some kind of program that I wasn't aware of. Or perhaps a neighbour runnings some kind of machinery going through cycles? The datalogger is fanless and diskless, so it shouldn't cause any vibrations. -- Steinar __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Improving the Tilt Stability of a Lehman From: ChrisAtUpw@....... Date: Thu, 11 Sep 2008 05:23:21 EDT Hi There, I recently moved my Lehman, but I then noticed that the Tilt Stability over several days now seemed to be variable to poor as the air temperature changed. The mass position had previously been very stable. The period is set to about 30 seconds, so it is sensitive to even tiny variations of tilt / ground movement. The level set bolts are about 5/16" Al alloy and are threaded through the 3/4" thick Al alloy crossbar, so the expansion coefficients should match quite well. The threads are quite a good fit. I used a centre drill to make a concentric V cone in the ends of the bolts and stuck a 3/16" SS ball bearing in the end with two component acrylic adhesive. This gives a smooth hard contact point which does not tend to 'wander' in position as it is adjusted. The threads are lubricated with MS2 grease. I use three SS support plates, about 3" square x 1/8" thick, glued to the concrete floor with pool adhesive. I have now fitted each of the three level set bolts with a SS wavy spring washer and a SS lock nut on the top of the frame. What seems happen is that as the Al crossbar expands / contracts with changes in temperature, this causes the 60 deg bolt threads to move radially, enough to upset the cross balance trim at a 30 second period. It gives a slip / stick movement to the threads and they don't seem to 'recover' to their initial positions during the daily thermal cycle. Tightening the lock nuts so that the wavy washers are about half compressed dramatically reduced the mass position variations. This ensures that the threads remain locked in position and any expansion / slip takes place between the SS balls and the horizontal SS ground plates. I note that McMasterCarr stock SS 1/4" UNF fully threaded bolts. A 3/16" SS ball bearing should fit well in the ends of these bolts. SS bolts are severely work hardened during manufacture, so I heat the ends bright red hot with a propane / air flame to soften them a bit and then allow them to cool, before trying to drill them. I clamp the bolt vertically in a hand vice, slip on a brass sleeve and use a tungsten carbide centre drill in a drill press to make the V cone in the end of the bolt. The sleeve is 1.5" long by 0.5" OD brass. The 1" end is drilled out to fit the bolt OD and the 1/2" end is drilled out to fit the 1/4" centre drill. This seems to align the cone axially within a few thousands of an inch. These modifications have produced a dramatic decrease in the observed drift of the mass position. Regards, Chris Chapman Hi Ther= e,

       I recently moved my Lehman, but I then=20= noticed that the Tilt Stability over several days now seemed to be variable=20= to poor as the air temperature changed. The mass position had previously bee= n very stable. The period is set to about 30 seconds, so it is sensitive to=20= even tiny variations of tilt / ground movement.

       The level set bolts are about 5/16" Al=20= alloy and are threaded through the 3/4" thick Al alloy crossbar, so the expa= nsion coefficients should match quite well. The threads are quite a good fit= .. I used a centre drill to make a concentric V cone in the ends of the bolts= and stuck a 3/16" SS ball bearing in the end with two component acrylic adh= esive. This gives a smooth hard contact point which does not tend to 'wander= ' in position as it is adjusted. The threads are lubricated with MS2 grease.= I use three SS support plates, about 3" square x 1/8" thick, glued to the c= oncrete floor with pool adhesive.

       I have now fitted each of the three lev= el set bolts with a SS wavy spring washer and a SS lock nut on the top of th= e frame. What seems happen is that as the Al crossbar expands / contracts wi= th changes in temperature, this causes the 60 deg bolt threads to move radia= lly, enough to upset the cross balance trim at a 30 second period. It gives=20= a slip / stick movement to the threads and they don't seem to  'recover= ' to their initial positions during the daily thermal cycle. 

       Tightening the lock nuts so that the wa= vy washers are about half compressed dramatically reduced the mass position=20= variations. This ensures that the threads remain locked in position and any=20= expansion / slip takes place between the SS balls and the horizontal SS grou= nd plates.

       I note that McMasterCarr stock SS 1/4"=20= UNF fully threaded bolts. A 3/16" SS ball bearing should fit well in the end= s of these bolts. SS bolts are severely work hardened during manufacture, so= I heat the ends bright red hot with a propane / air flame to soften them a=20= bit and then allow them to cool, before trying to drill them.
       I clamp the bolt vertically in a hand v= ice, slip on a brass sleeve and use a tungsten carbide centre drill in a dri= ll press to make the V cone in the end of the bolt. The sleeve is 1.5" long=20= by 0.5" OD brass. The 1" end is drilled out to fit the bolt OD and the 1/2"=20= end is drilled out to fit the 1/4" centre drill. This seems to align the con= e axially within a few thousands of an inch.

       These modifications have produced a dra= matic decrease in the observed drift of the mass position.

       Regards,

       Chris Chapman
Subject: Re: Strange geophone pattern From: tchannel1@............ Date: Thu, 11 Sep 2008 06:27:21 -0600 Steinar, Yes that's a mystery...You may wish to make a list of things it could be and things it can't be. I don't think it is a natural event. I don't think it is a train. I don't think it is weather. I don't think it is someone walking around. I don't think it is a small appliance, like a hand drill, or refrigerator. I do think it is a man made machine. I do think it is on a timer. I do think it is within a mile or so. Does it continue day and night? Is it a new noise? Ted ----- Original Message ----- From: "Steinar Midtskogen" To: Sent: Thursday, September 11, 2008 2:36 AM Subject: Strange geophone pattern >I have a Mark Products 4.5 Hz 3 component L15B geophone, and since the > two major earthquakes in Indonesia and Hokkaido happened during the > night here when the local noise is low, I thought it would be > interesting to see whether such quakes show up at all on a geophone. > > Apparently, they didn't, but I found a strange pattern repeating every > 25 minutes: > > http://voksenlia.net/met/seismometer/geo.jpg > > Does anyone have any ideas what could cause this? > > Perhaps an airconditioner two floors above? Then it seems to run > through some kind of program that I wasn't aware of. Or perhaps a > neighbour runnings some kind of machinery going through cycles? > > The datalogger is fanless and diskless, so it shouldn't cause any > vibrations. > > -- > Steinar > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Strange geophone pattern From: Thomas Dick dickthomas01@............. Date: Thu, 11 Sep 2008 07:27:51 -0500 How far are you from the new accelerator in Switzerland? __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Web Site From: Barry Lotz barry_lotz@............. Date: Thu, 11 Sep 2008 18:22:38 -0700 (PDT) Dick I tried to open the pdf manual files but my adobe reader gave me an error message. Has anyone had a problem with the files? Regards Barry --- On Wed, 9/10/08, Richard Webb wrote: From: Richard Webb Subject: Web Site To: "psn-l@.............." Date: Wednesday, September 10, 2008, 3:45 PM I just wanted to let you know that I posted the Sprengnether 201 manuals and two old (1956 & 1936) Coast and Geodetic Survey booklets to my site. The booklets are interesting for the photos of old seismometers and info for setting up a site. It's address is http://home.earthlink.net/~dwebb002/ . Note that I haven't figured out how to link in my embedded genealogy site. Dick Webb Raleigh, NC __________________________________________________________ Public Seismic Network Mailing List (PSN-L)
Dick
I tried to open the pdf manual files but my adobe reader gave me an error message. Has anyone had a problem with the files?
Regards
Barry


--- On Wed, 9/10/08, Richard Webb <dwebb002@.............> wrote:
From: Richard Webb <dwebb002@.............>
Subject: Web Site
To: "psn-l@.............." <psn-l@..............>
Date: Wednesday, September 10, 2008, 3:45 PM

I just wanted to let you know that I posted the Sprengnether 201 manuals 
and two old (1956 & 1936) Coast and Geodetic  Survey booklets to my 
site.  The booklets are interesting for the photos of old seismometers 
and info for setting up a site.  It's address is 
http://home.earthlink.net/~dwebb002/  .  Note that I haven't figured out 
how to link in my embedded genealogy site.

Dick Webb
Raleigh, NC
__________________________________________________________

Public Seismic Network Mailing List (PSN-L)

Subject: Re: Strange geophone pattern From: "Geoff" gmvoeth@........... Date: Thu, 11 Sep 2008 18:32:11 -0700 I have found one MUST have a physically isolated plat form independent of everything that moves including tree roots. For your seismometer to rest on. two or three feet underground using a granite tile resting on three surveyor stakes driven three or more feet into the ground works the best for myself. Everything glued down with Goop or something like it. Human artifacts are a terrible distraction and periodic things are most likely human generated like air conditioners and refridgerators. The colder your climate the deeper you should go. Bedrock platform (Like Granite) being the best possible. Good Luck Comrade. geoff ----- Original Message ----- From: "Steinar Midtskogen" To: Sent: Thursday, September 11, 2008 1:36 AM Subject: Strange geophone pattern >I have a Mark Products 4.5 Hz 3 component L15B geophone, and since the > two major earthquakes in Indonesia and Hokkaido happened during the > night here when the local noise is low, I thought it would be > interesting to see whether such quakes show up at all on a geophone. > > Apparently, they didn't, but I found a strange pattern repeating every > 25 minutes: > > http://voksenlia.net/met/seismometer/geo.jpg > > Does anyone have any ideas what could cause this? > > Perhaps an airconditioner two floors above? Then it seems to run > through some kind of program that I wasn't aware of. Or perhaps a > neighbour runnings some kind of machinery going through cycles? > > The datalogger is fanless and diskless, so it shouldn't cause any > vibrations. > > -- > Steinar > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Web Site From: Richard Gagnon richg_1998@......... Date: Thu, 11 Sep 2008 18:33:38 -0700 (PDT) I am just a lurker but I have no problems opening the PDFs. I use a Linux laptop and Firefox 2.0.0.9 browser. Rich __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Web Site From: ChrisAtUpw@....... Date: Thu, 11 Sep 2008 23:13:52 EDT In a message dated 2008/09/12, barry_lotz@............. writes: > I tried to open the pdf manual files but my adobe reader gave me an error > message. Has anyone had a problem with the files? > Regards > Barry Hi Barry, My Acrobat 5 works fine on these files. Maybe you have an older version? Regards, Chris Chapman In a me= ssage dated 2008/09/12, barry_lotz@............. writes:

I tried to open the pdf manual=20= files but my adobe reader gave me an error message. Has anyone had a problem= with the files?
Regards
Barry


Hi Barry,

       My Acrobat 5 works fine on these files.= Maybe you have an older version?

       Regards,

       Chris Chapman
Subject: RE: Web Site From: "Timothy Carpenter" geodynamics@....... Date: Fri, 12 Sep 2008 00:26:04 -0400 Barry, I opened all four documents earlier today with no problem - Win XP & the current (free) version of Adobe Reader. -Tim- From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of Barry Lotz Sent: Thursday, September 11, 2008 9:23 PM To: psn-l@.............. Subject: Re: Web Site Dick I tried to open the pdf manual files but my adobe reader gave me an error message. Has anyone had a problem with the files? Regards Barry --- On Wed, 9/10/08, Richard Webb wrote: From: Richard Webb Subject: Web Site To: "psn-l@.............." Date: Wednesday, September 10, 2008, 3:45 PM I just wanted to let you know that I posted the Sprengnether 201 manuals and two old (1956 & 1936) Coast and Geodetic Survey booklets to my site. The booklets are interesting for the photos of old seismometers and info for setting up a site. It's address is http://home.earthlink.net/~dwebb002/ . Note that I haven't figured out how to link in my embedded genealogy site. Dick Webb Raleigh, NC __________________________________________________________ Public Seismic Network Mailing List (PSN-L)

Barry,

I opened all four documents earlier today with no problem = – Win XP & the current (free) version of Adobe Reader.

-Tim-

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of Barry Lotz
Sent: Thursday, September 11, 2008 9:23 PM
To: psn-l@..............
Subject: Re: Web Site

 

Dick

I tried to open the pdf manual files but my adobe = reader gave me an error message. Has anyone had a problem with the = files?

Regards

Barry



--- On Wed, 9/10/08, Richard Webb = <dwebb002@.............> wrote:

From: Richard Webb <dwebb002@.............>
Subject: Web Site
To: "psn-l@.............." <psn-l@..............>
Date: Wednesday, September 10, 2008, 3:45 PM

I just wanted to let you know that I posted the Sprengnether 201 =
manuals 
and two old (1956 & 1936) Coast and =
Geodetic  Survey booklets to my 
site.  =
The booklets are interesting for the photos of old seismometers =
and info for setting up a site.  It's address =
is 
http://home.earthlink.net/~dwebb002/  =
..  Note that I haven't figured out 
how to =
link in my embedded genealogy =
site.
 
Dick =
Webb
Raleigh, =
NC
_________________________________________________=
_________
 
Public =
Seismic Network Mailing List =
(PSN-L)
 
To leave this =
list email PSN-L-REQUEST@.............. with 
the =
body of the message (first line only): =
unsubscribe
See =
http://www.seismicnet.com/maillist.html for more =
information.

 =

Subject: Re: Web Site From: Richard Webb dwebb002@............. Date: Fri, 12 Sep 2008 08:35:40 -0400 My apologizes to all who opened the two CGS files and found them hard to read. I think when I used Acrobat to compress them from their original 2.5 meg to something for the site, things went wrong. I will fix and repost today. Dick Timothy Carpenter wrote: > > Barry, > > I opened all four documents earlier today with no problem – Win XP & > the current (free) version of Adobe Reader. > > -Tim- > > *From:* psn-l-request@.............. > [mailto:psn-l-request@............... *On Behalf Of *Barry Lotz > *Sent:* Thursday, September 11, 2008 9:23 PM > *To:* psn-l@.............. > *Subject:* Re: Web Site > > Dick > > I tried to open the pdf manual files but my adobe reader gave me an > error message. Has anyone had a problem with the files? > > Regards > > Barry > > > > --- On *Wed, 9/10/08, Richard Webb //* wrote: > > From: Richard Webb > Subject: Web Site > To: "psn-l@.............." > Date: Wednesday, September 10, 2008, 3:45 PM > > I just wanted to let you know that I posted the Sprengnether 201 manuals > > and two old (1956 & 1936) Coast and Geodetic Survey booklets to my > > site. The booklets are interesting for the photos of old seismometers > > and info for setting up a site. It's address is > > http://home.earthlink.net/~dwebb002/ . Note that I haven't figured out > > how to link in my embedded genealogy site. > > > > Dick Webb > > Raleigh, NC > > __________________________________________________________ > > > > Public Seismic Network Mailing List (PSN-L) > > > > To leave this list email PSN-L-REQUEST@.............. with > > the body of the message (first line only): unsubscribe > > See http://www.seismicnet.com/maillist.html for more information. > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Web Site From: Richard Webb dwebb002@............. Date: Fri, 12 Sep 2008 08:38:54 -0400 I don't have a specific answer to the opening problems but I did use Adobe Acrobat 6 to prepare them. And, no problem opening them with Reader 9 which is the current version. Dick ChrisAtUpw@....... wrote: > In a message dated 2008/09/12, barry_lotz@............. writes: > >> I tried to open the pdf manual files but my adobe reader gave me an >> error message. Has anyone had a problem with the files? >> Regards >> Barry > > > Hi Barry, > > My Acrobat 5 works fine on these files. Maybe you have an older > version? > > Regards, > > Chris Chapman __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Verticle Seismometer with Feedback, Transducer Question From: "Gary Lindgren" gel@................. Date: Fri, 12 Sep 2008 16:36:08 -0700 I'm collecting parts for a vertical seismometer and intend to use feedback. The feedback transducer I have is from a 12" hi-fi speaker. I have separated the voice-coil and magnet and now wondering what sort of current capability do I need to specify for the voice-coil driver. Certainly this voice-coil must have high power capacity when it was used as a speaker. DC resistance is 7 ohms. If you assume a 20 watt speaker and 7 ohm resistance, then RMS current would be 1.7 amp. Has anyone built a transducer driver with this sort of capability. Next question what would be the voice coil force I would get. Sounds like I need to do some experiments. Any thoughts or experience is much appreciated. Gary Gary Lindgren 585 Lincoln Ave Palo Alto CA 94301 650-326-0655 www.blue-eagle-technologies.com Check out Lastest Seismometer Reading cymonsplace.blogspot.com

I’m collecting parts for a vertical = seismometer and intend to use feedback. The feedback transducer I have is from a = 12” hi-fi speaker. I have separated the voice-coil and magnet and now = wondering what sort of current capability do I need to specify for the voice-coil = driver. Certainly this voice-coil must have high power capacity when it was used = as a speaker. DC resistance is 7 ohms. If you assume a 20 watt speaker and 7 = ohm resistance, then RMS current would be 1.7 amp. Has anyone built a = transducer driver with this sort of capability. Next question what would be the = voice coil force I would get. Sounds like I need to do some experiments. Any = thoughts or experience is much appreciated.

Gary

 

 

 

 

Gary Lindgren

585 Lincoln Ave

Palo Alto CA 94301

 

650-326-0655<= /span>

 

www.blue-eagle-technologies.com &nbs= p; Check out Lastest Seismometer = Reading

cymonsplace.blogspot.com 

 

 

Subject: Re: Verticle Seismometer with Feedback, Transducer Question From: Brett Nordgren brett3nt@............. Date: Fri, 12 Sep 2008 21:11:08 -0400 Gary, To answer the questions you ask, you first need to measure the force constant (converted to Newtons/Ampere) of your coil/magnet. Then you will want to decide what mass (in kg) you are expecting to use. In many designs the forcing coils are run at a rather low current---a few tens of microamperes. 10 mA would represent a fairly large current, and would probably be nowhere near the power limits of the coil. Whatever limits you will have will almost certainly not involve coil power. If the derivative branch capacitor is Cd Farads, and you want to obtain Av Volts/ meter/sec as the 'generator constant' of the completed instrument, and Gn is the measured coil constant in Newtons/Ampere, you can use the relationship Av = Mass / (Cd Gn) to get a feel for how it is going to look. Many instruments provide a value for Av which is within a factor of two of 1500 V / m/sec, though if you want Ad to be higher, you can also add more gain following the feedback loop. I have heard that some people have found that more gain is desirable when using a 16-bit A/D rather than a professionally more common 24-bit system. It makes for a lower clipping level, but will give better sensitivity for small motions. Regards, Brett At 04:36 PM 9/12/2008 -0700, you wrote: >I m collecting parts for a vertical seismometer and intend to use >feedback. The feedback transducer I have is from a 12 hi-fi speaker. I >have separated the voice-coil and magnet and now wondering what sort of >current capability do I need to specify for the voice-coil driver. >Certainly this voice-coil must have high power capacity when it was used >as a speaker. DC resistance is 7 ohms. If you assume a 20 watt speaker and >7 ohm resistance, then RMS current would be 1.7 amp. Has anyone built a >transducer driver with this sort of capability. Next question what would >be the voice coil force I would get. Sounds like I need to do some >experiments. Any thoughts or experience is much appreciated. > >Gary > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: Verticle Seismometer with Feedback, Transducer Question From: "Gary Lindgren" gel@................. Date: Fri, 12 Sep 2008 19:46:25 -0700 Brett, Thank you for the answer to my question. I dusted off my balance instrument and I think I have a DC supply, so I'm all set to measure newtons/amp. I can see that the average current is going to be quite low, but if M6 or M7 earthquake a 1000 miles away is observed, I would think the peak current could be high, provided all things are in the linear range. I'm assuming the pendulum mass is about .5 Kg. Gary -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of Brett Nordgren Sent: Friday, September 12, 2008 6:11 PM To: psn-l@.............. Subject: Re: Verticle Seismometer with Feedback, Transducer Question Gary, To answer the questions you ask, you first need to measure the force constant (converted to Newtons/Ampere) of your coil/magnet. Then you will want to decide what mass (in kg) you are expecting to use. In many designs the forcing coils are run at a rather low current---a few tens of microamperes. 10 mA would represent a fairly large current, and would probably be nowhere near the power limits of the coil. Whatever limits you will have will almost certainly not involve coil power. If the derivative branch capacitor is Cd Farads, and you want to obtain Av Volts/ meter/sec as the 'generator constant' of the completed instrument, and Gn is the measured coil constant in Newtons/Ampere, you can use the relationship Av = Mass / (Cd Gn) to get a feel for how it is going to look. Many instruments provide a value for Av which is within a factor of two of 1500 V / m/sec, though if you want Ad to be higher, you can also add more gain following the feedback loop. I have heard that some people have found that more gain is desirable when using a 16-bit A/D rather than a professionally more common 24-bit system. It makes for a lower clipping level, but will give better sensitivity for small motions. Regards, Brett At 04:36 PM 9/12/2008 -0700, you wrote: >I m collecting parts for a vertical seismometer and intend to use >feedback. The feedback transducer I have is from a 12 hi-fi speaker. I >have separated the voice-coil and magnet and now wondering what sort of >current capability do I need to specify for the voice-coil driver. >Certainly this voice-coil must have high power capacity when it was used >as a speaker. DC resistance is 7 ohms. If you assume a 20 watt speaker and >7 ohm resistance, then RMS current would be 1.7 amp. Has anyone built a >transducer driver with this sort of capability. Next question what would >be the voice coil force I would get. Sounds like I need to do some >experiments. Any thoughts or experience is much appreciated. > >Gary > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Verticle Seismometer with Feedback, Transducer Question From: ChrisAtUpw@....... Date: Sat, 13 Sep 2008 00:07:49 EDT In a message dated 2008/09/13, gel@................. writes: > I=E2=80=99m collecting parts for a vertical seismometer and intend to use=20= feedback.=20 > The feedback transducer I have is from a 12=E2=80=9D hi-fi speaker. I have= separated=20 > the voice-coil and magnet and now wondering what sort of current capabilit= y=20 > do I need to specify for the voice-coil driver. Certainly this voice-coil=20 > must have high power capacity when it was used as a speaker. DC resistance= is 7=20 > ohms. If you assume a 20 watt speaker and 7 ohm resistance, then RMS curre= nt=20 > would be 1.7 amp. Has anyone built a transducer driver with this sort of=20 > capability.=20 Hi Gary, Check with Sean Morrissey's website. The problem that you will have using a speaker coil is that the arm=20 moves in an arc of a circle, but the coil has only a few thous of an inch=20 clearance. It may be a bit difficult to keep the coil from rubbing on the=20 polepieces. It is more usual to wind a coil of about 100 Ohms. Regards, Chris Chapman =20 In a me= ssage dated 2008/09/13, gel@................. writes:

I=E2=80=99m collecting parts fo= r a vertical seismometer and intend to use feedback. The feedback transducer= I have is from a 12=E2=80=9D hi-fi speaker. I have separated the voice-coil= and magnet and now wondering what sort of current capability do I need to s= pecify for the voice-coil driver. Certainly this voice-coil must have high p= ower capacity when it was used as a speaker. DC resistance is 7 ohms. If you= assume a 20 watt speaker and 7 ohm resistance, then RMS current would be 1.= 7 amp. Has anyone built a transducer driver with this sort of capability.

Hi Gary,

       Check with Sean Morrissey's website.        The problem that you will have using a=20= speaker coil is that the arm moves in an arc of a circle, but the coil has o= nly a few thous of an inch clearance. It may be a bit difficult to keep the=20= coil from rubbing on the polepieces.
       It is more usual to wind a coil of abou= t 100 Ohms.

       Regards,

       Chris Chapman
Subject: Unusual adjustable setscrew unit From: "meredith lamb" paleoartifact@......... Date: Sat, 13 Sep 2008 17:02:09 -0600 Hi all, Here is a recent surplus item I got and only added parts to: http://sites.google.com/site/seismographproject/adjustable-setscrew The stainless steel item is not available via the web. One will note its the new "Google Sites" web page thing. It doesn't yet have the "polish/control" of the old Google creator web pages...but that might come in time from what I read. I had to try it out...you can judge for yourself. They can be free for individuals, groups, or, with cost and more effort; can even be used commercially now. Take care, Meredith

Hi all,

Here is a recent surplus item I got and only added parts to:

http://sites.google.com/site/seismographproject/adjustable-setscrew

The stainless steel item is not available via the web. 

One will note its the new "Google Sites" web page thing.  It doesn't yet have the "polish/control" of the old Google creator web
pages...but that might come in time from what I read.  I had to try it out...you can judge for yourself.  They can be free for
individuals, groups, or, with cost and more effort; can even be used commercially now.

Take care, Meredith




Subject: RE: Unusual adjustable setscrew unit From: "Gary Lindgren" gel@................. Date: Sat, 13 Sep 2008 16:25:59 -0700 Meredith, What is the suffix for the web page. It doesn't load. Gary From: psn-l-request@.............. [mailto:psn-l-request@............... On Behalf Of meredith lamb Sent: Saturday, September 13, 2008 4:02 PM To: psn-l@.............. Subject: Unusual adjustable setscrew unit Hi all, Here is a recent surplus item I got and only added parts to: http://sites.google.com/site/seismographproject/adjustable-setscrew The stainless steel item is not available via the web. One will note its the new "Google Sites" web page thing. It doesn't yet have the "polish/control" of the old Google creator web pages...but that might come in time from what I read. I had to try it out...you can judge for yourself. They can be free for individuals, groups, or, with cost and more effort; can even be used commercially now. Take care, Meredith

Meredith,

What is the suffix for the web page. It doesn’t = load.

Gary

 

From:= psn-l-request@.............. [mailto:psn-l-request@............... On = Behalf Of meredith lamb
Sent: Saturday, September 13, 2008 4:02 PM
To: psn-l@..............
Subject: Unusual adjustable setscrew unit

 


Hi all,

Here is a recent surplus item I got and only added parts to:

http://sites.google.com/site/seismographproject/adjusta= ble-setscrew

The stainless steel item is not available via the web. 

One will note its the new "Google Sites" web page thing.  = It doesn't yet have the "polish/control" of the old Google = creator web
pages...but that might come in time from what I read.  I had to try = it out...you can judge for yourself.  They can be free for
individuals, groups, or, with cost and more effort; can even be used = commercially now.

Take care, Meredith


Subject: Re: Web Site From: Barry Lotz barry_lotz@............. Date: Sat, 13 Sep 2008 16:56:40 -0700 (PDT) Dick My computer's "bad" :) . I used a different computer and I was able to view= the files. I saw the Sprengnther horizontal=A0drawing on Sean Thomas Morre= ssey's web site years ago and=A0 construct one from the picture =A0but used= STM's feedback equations , a smaller mass=A0, his feedback coil constructi= on, and his vrdt senor. I used the finest music wire I could find for the h= inges. It worked well for a while. It's acting somewhat erratic now. STM ta= lked about degaussing the sensor. I don't know if that can be a problem wit= h mine. I think I degaussed it when I constructed the sensor using a solder= ing iron but I don't know if that is a one time operation. It only records = more local events now. I have to check the sensor for allignment and cleanl= iness. I have=A0somewhat =A0dark, not good quality photos on my website www= ..seismicvault.com=A0. =A0I suppose=A0 you would have provided it but, did t= he horizontal come with a parts list? It would help with a interpretation o= f the picture, though the picture is pretty self descriptive. Regards Barry =A0 --- On Fri, 9/12/08, Richard Webb wrote: From: Richard Webb Subject: Re: Web Site To: psn-l@.............. Date: Friday, September 12, 2008, 5:38 AM I don't have a specific answer to the opening problems but I did use=20 Adobe Acrobat 6 to prepare them. And, no problem opening them with=20 Reader 9 which is the current version. Dick ChrisAtUpw@....... wrote: > In a message dated 2008/09/12, barry_lotz@............. writes: > >> I tried to open the pdf manual files but my adobe reader gave me an=20 >> error message. Has anyone had a problem with the files? >> Regards >> Barry > > > Hi Barry, > > My Acrobat 5 works fine on these files. Maybe you have an older=20 > version? > > Regards, > > Chris Chapman=20 __________________________________________________________ Public Seismic Network Mailing List (PSN-L)
Dick
My computer's "bad" :) . I used a different computer and I was able to view the files. I saw the Sprengnther horizontal drawing on Sean Thomas Morressey's web site years ago and  construct one from the picture  but used STM's feedback equations , a smaller mass , his feedback coil construction, and his vrdt senor. I used the finest music wire I could find for the hinges. It worked well for a while. It's acting somewhat erratic now. STM talked about degaussing the sensor. I don't know if that can be a problem with mine. I think I degaussed it when I constructed the sensor using a soldering iron but I don't know if that is a one time operation. It only records more local events now. I have to check the sensor for allignment and cleanliness. I have somewhat  dark, not good quality photos on my website www.seismicvault.com .  I suppose  you would have provided it but, did the horizontal come with a parts list? It would help with a interpretation of the picture, though the picture is pretty self descriptive.
Regards
Barry
 


--- On Fri, 9/12/08, Richard Webb <dwebb002@.............> wrote:
From: Richard Webb <dwebb002@.............>
Subject: Re: Web Site
To: psn-l@..............
Date: Friday, September 12, 2008, 5:38 AM

I don't have a specific answer to the opening problems but I did use 
Adobe Acrobat 6 to prepare them.  And, no problem opening them with 
Reader 9 which is the current version.

Dick

ChrisAtUpw@....... wrote:
> In a message dated 2008/09/12, barry_lotz@............. writes:
>
>> I tried to open the pdf manual files but my adobe reader gave me an 
>> error message. Has anyone had a problem with the files?
>> Regards
>> Barry
>
>
> Hi Barry,
>
>        My Acrobat 5 works fine on these files. Maybe you have an older 
> version?
>
>        Regards,
>
>        Chris Chapman 
__________________________________________________________

Public Seismic Network Mailing List (PSN-L)

Subject: Re: Unusual adjustable setscrew unit From: "meredith lamb" paleoartifact@......... Date: Sat, 13 Sep 2008 18:24:30 -0600 Gary, Am not sure what the problem is. Here, I can get it, but not via clicking the url on the email, only via typing the address in 5 different browsers....but...thats only for HERE. Google may not have "launched" the "sites" yet as a plausible possible answer; or this "public" site, didn't register yet or correctly on their beta program or systems. It could be anything....I'am not a computer expert. Meredith On Sat, Sep 13, 2008 at 5:25 PM, Gary Lindgren wrote: > Meredith, > > What is the suffix for the web page. It doesn't load. > > Gary > > > >
Gary,
 
Am not sure what the problem is.  Here, I can get it, but not via clicking the url on the email, only
via typing the address in 5 different browsers....but...thats only for HERE.  Google may not have "launched" the
"sites" yet as a plausible possible answer; or this "public" site, didn't register yet or correctly on their beta
program or systems.  It could be anything....I'am not a computer expert.
 
Meredith   

On Sat, Sep 13, 2008 at 5:25 PM, Gary Lindgren <gel@.................> wrote:

Meredith,

What is the suffix for the web page. It doesn't load.

Gary

 

 
Subject: Re: Web Site From: Richard Webb dwebb002@............. Date: Sun, 14 Sep 2008 10:17:14 -0400 Barry, I posted everything I have. Only the exploded drawing was in the manual. I root around to see if it might be elsewhere. Dick Barry Lotz wrote: > Dick > My computer's "bad" :) . I used a different computer and I was able to > view the files. I saw the Sprengnther horizontal drawing on Sean > Thomas Morressey's web site years ago and construct one from the > picture but used STM's feedback equations , a smaller mass , his > feedback coil construction, and his vrdt senor. I used the finest > music wire I could find for the hinges. It worked well for a while. > It's acting somewhat erratic now. STM talked about degaussing the > sensor. I don't know if that can be a problem with mine. I think I > degaussed it when I constructed the sensor using a soldering iron but > I don't know if that is a one time operation. It only records more > local events now. I have to check the sensor for allignment and > cleanliness. I have somewhat dark, not good quality photos on my > website www.seismicvault.com . I > suppose you would have provided it but, did the horizontal come with > a parts list? It would help with a interpretation of the picture, > though the picture is pretty self descriptive. > Regards > Barry > > > > --- On *Fri, 9/12/08, Richard Webb //* wrote: > > From: Richard Webb > Subject: Re: Web Site > To: psn-l@.............. > Date: Friday, September 12, 2008, 5:38 AM > > I don't have a specific answer to the opening problems but I did use > Adobe Acrobat 6 to prepare them. And, no problem opening them with > Reader 9 which is the current version. > > Dick > > ChrisAtUpw@....... wrote: > > In a message dated 2008/09/12, barry_lotz@............. writes: > > > >> I tried to open the pdf manual files but my adobe reader gave me an > >> error message. Has anyone had a problem with the files? > >> Regards > >> Barry > > > > > > Hi Barry, > > > > My Acrobat 5 works fine on these files. Maybe you have an older > > version? > > > > Regards, > > > > Chris Chapman > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Wireless connection From: "Dale Hardy" photon1@........... Date: Mon, 15 Sep 2008 10:35:34 +1000 Hi, Is anybody using 2.4Ghz wireless for their data connection between = seismographs and PC, if so what manufacturers are suitable. I looked at = the XBee modules but they are only 10 bit, although nicely priced. regards Dale
Hi, Is anybody using 2.4Ghz wireless = for their data=20 connection between seismographs and PC, if so what manufacturers are = suitable. I=20 looked at the XBee modules but they are only 10 bit, although nicely=20 priced.
regards
Dale
Subject: RE: Verticle Seismometer with Feedback, Transducer Question From: Brett Nordgren brett3nt@............. Date: Mon, 15 Sep 2008 13:24:26 -0400 Gary, You may want to consider 0.5kg as a maximum. Even slightly lower might be easier to work with in a feedback design. Also, positioning the forcing coil at a greater distance from the pivot than the mass, has the effect of reducing the effective mass by the ratio of their distances. It is likely that a 16-bit D/A will be the principal limit. From what I have been told, if you make its bit sensitivity high enough to see microseisms, the digital clipping level will end up being fairly low. Others who are doing that may want to comment on what they are getting. It's only when you go to a 24 bit digitizer that you can have high sensitivity to weak signals and still be able to display large mid-distance quakes without clipping. The instrument itself will probably not be the limit when using 16 bits. The highest coil currents will be needed at the highest frequencies, so if you don't push for too high an upper corner frequency, you should be also a little better off. To understand the clipping issues for your location, determine what your maximum acceleration is likely to be, often expressed in % of g, then use F = m A to determine the peak force and calculate what that corresponds to in terms of coil current. I suspect that's what you have already done. Balancing sensitivity vs clipping level seems to be a fundamental problem, which often results in the use of more than one type of instrument in seismicly active areas. Regards, Brett At 07:46 PM 9/12/2008 -0700, you wrote: >Brett, >Thank you for the answer to my question. I dusted off my balance instrument >and I think I have a DC supply, so I'm all set to measure newtons/amp. I can >see that the average current is going to be quite low, but if M6 or M7 >earthquake a 1000 miles away is observed, I would think the peak current >could be high, provided all things are in the linear range. I'm assuming the >pendulum mass is about .5 Kg. >Gary __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Vertical Seismometer with Feedback, Transducer Question From: ChrisAtUpw@....... Date: Mon, 15 Sep 2008 18:15:00 EDT In a message dated 2008/09/15, brett3nt@............. writes: > You may want to consider 0.5kg as a maximum. Even slightly lower might be > easier to work with in a feedback design. Also, positioning the forcing > coil at a greater distance from the pivot than the mass, has the effect of > reducing the effective mass by the ratio of their distances. Hi Brett, It is perfectly practicable to use rectangular coils and quad NdFeB magnet blocks for a force feedback actuator. Modern speakers seem to use Ferrite magnets, which are both relatively weak and very temperature sensitive. The pole gaps have very little clearance. This may be a limiting factor when the feedback coil is moving in an arc of a circle. The arm needs to be very rigid and accurately positioned. Sean used to machine a larger gap and use many more turns on his coil. This was relatively easy to do when using a cylindrical Alnico magnet. It my be very difficult to do using a ferrite system glued solid with epoxy. > It is likely that a 16-bit D/A will be the principal limit. From what I > have been told, if you make its bit sensitivity high enough to see microseisms, > the digital clipping level will end up being fairly low. Others who are > doing that may want to comment on what they are getting. Strangely enough, I can just manage with a 12 bit ADC. The problem with the 'bare' 16 bit ADC chips is that there is usually >3 bits of digital noise on them, so their dynamic range is seriously restricted. This problem can e asily be avoided with the fast ADCs by taking say 32 readings in rapid sequence and adding them together to give one low noise reading. You can actually get 18 bit resolution from a 16 bit ADC this way at low sample rates. Larry is now marketing ADCs with reduced digital noise. Dynamic range should not be a problem in practice with a +/- 32768 count range and 1 bit noise. The factors that are likely to limit you are environmental, ocean and circuit noise, in that order. > It's only when you go to a 24 bit digitizer that you can have high > sensitivity to weak signals and still be able to display large mid-distance quakes > without clipping. The resolution that you can actually get with a "24 bit" ADC depends quite strongly on the sample rate. It may be as low as 18 bits. They tend to be quite expensive and you need a 50% increase in your digital storage capacity over a 16 bit system. Some have a very low input voltage range. This generates a requirement for very low noise electronics = expensive. The instrument itself will probably not be the limit when using 16 bits. The highest > coil currents will be needed at the highest frequencies, so if you don't > push for too high an upper corner frequency, you should be also a little better > off. This is why you need to restrict the resistance of the feedback coil to <100 Ohms maximum and also keep down the coil inductance. Restricting the maximum frequency to 10 Hz is likely to be quite adequate for an amateur seismologist in most locations and eases both the electronics and the digital storage requirements. > To understand the clipping issues for your location, determine what your > maximum acceleration is likely to be, often expressed in % of g, then use F > = m A to determine the peak force and calculate what that corresponds to in > terms of coil current. I suspect that's what you have already > done. Balancing sensitivity vs clipping level seems to be a fundamental > problem, which often results in the use of more than one type of instrument > in seismically active areas. Which is a problem generated by the assumed requirement to be capable of measuring seismic signals below the environmental background levels anywhere on Earth - irrespective of the actual noise at your location. Part of the "specmanship" which goes quite a way to explaining the cost of commercial seismometers. Regards, Chris Chapman In a me= ssage dated 2008/09/15, brett3nt@............. writes:

You may want to consider 0.5kg=20= as a maximum.  Even slightly lower might be
easier to work with in a feedback design.  Also, positioning the forcin= g
coil at a greater distance from the pivot than the mass, has the effect of <= BR> reducing the effective mass by the ratio of their distances.

Hi Brett,

       It is perfectly practicable to use rect= angular coils and quad NdFeB magnet blocks for a force feedback actuator. Mo= dern speakers seem to use Ferrite magnets, which are both relatively weak an= d very temperature sensitive. The pole gaps have very little clearance. This= may be a limiting factor when the feedback coil is moving in an arc of a ci= rcle. The arm needs to be very rigid and accurately positioned. Sean used to= machine a larger gap and use many more turns on his coil. This was relative= ly easy to do when using a cylindrical Alnico magnet. It my be very difficul= t to do using a ferrite system glued solid with epoxy.

It is likely that a 16-bit D/A=20= will be the principal limit.  From what I have been told, if you make i= ts bit sensitivity high enough to see microseisms, the digital clipping leve= l will end up being fairly low.  Others who are doing that may want to=20= comment on what they are getting.


       Strangely enough, I can just manage wit= h a 12 bit ADC. The problem with the 'bare' 16 bit ADC chips is that there i= s usually >3 bits of digital noise on them, so their dynamic range is ser= iously restricted. This problem can easily be avoided with the fast ADCs by=20= taking say 32 readings in rapid sequence and adding them together to give on= e low noise reading. You can actually get 18 bit resolution from a 16 bit AD= C this way at low sample rates.
       Larry is now marketing ADCs with reduce= d digital noise. Dynamic range should not be a problem in practice with a +/= - 32768 count range and 1 bit noise.
       The factors that are likely to limit yo= u are environmental, ocean and circuit noise, in that order.

It's only when you go to a 24=20= bit digitizer that you can have high sensitivity to weak signals and still b= e able to display large mid-distance quakes without clipping.  <= FONT COLOR=3D"#000000" BACK=3D"#ffffff" style=3D"BACKGROUND-COLOR: #ffffff"= SIZE=3D2 PTSIZE=3D10 FAMILY=3D"SANSSERIF" FACE=3D"Arial" LANG=3D"0">

       The resolution that you can actually g= et with a "24 bit" ADC depends quite strongly on the sample rate. It may be=20= as low as 18 bits. They tend to be quite expensive and you need a 50% increa= se in your digital storage capacity over a 16 bit system. Some have a very l= ow input voltage range. This generates a requirement for very low noise elec= tronics =3D expensive.

The instrument itself will probably not be the limit when using 16 bits. The= highest

coil currents will be needed a= t the highest frequencies, so if you don't push for too high an upper corner= frequency, you should be also a little better off.


       This is why you need to restrict the r= esistance of the feedback coil to <100 Ohms maximum and also keep down th= e coil inductance. Restricting the maximum frequency to 10 Hz is likely to b= e quite adequate for an amateur seismologist in most locations and eases bot= h the electronics and the digital storage requirements.

To understand the clipping issu= es for your location, determine what your
maximum acceleration is likely to be, often expressed in % of g, then use F=20=
=3D m A to determine the peak force and calculate what that corresponds to i= n
terms of coil current.  I suspect that's what you have already
done.  Balancing sensitivity vs clipping level seems to be a fundamenta= l
problem, which often results in the use of more than one type of instrument=20=
in seismically active areas.


       Which is a problem generated by the ass= umed requirement to be capable of measuring seismic signals below the enviro= nmental background levels anywhere on Earth - irrespective of the actual noi= se at your location. Part of the "specmanship" which goes quite a way to exp= laining the cost of commercial seismometers.

       Regards,

       Chris Chapman
Subject: Re: Vertical Seismometer with Feedback, Transducer Question From: Barry Lotz barry_lotz@............. Date: Mon, 15 Sep 2008 19:32:27 -0700 (PDT) Hi Chris STM also describes a fabricated coil using a rare earth ring magnet from mc= master carr, thick washer and cap screw. It was definitely easier for me to= make than taking apart and machining and putting back together a woofer sp= eaker.=20 =A0 Hi Brett Using STM equations I=A0have been wondering for quite a while=A0how to lowe= r the gain to prevent clipping. It seemed the whole idea was to have a larg= e gain in the equations for the desired frequency range. I put a voltage di= vider at the output but that won't prevent clipping of the amp before the d= ivider. Any ideas? I would like two output levels to expand my sensors rang= e. It seems recording two levels would be easier to achieve than a higher r= esolution A/D , however it would double the number of recording channels.= =20 =A0 Regards Barry --- On Mon, 9/15/08, ChrisAtUpw@....... wrote: From: ChrisAtUpw@....... Subject: Re: Vertical Seismometer with Feedback, Transducer Question To: psn-l@.............. Date: Monday, September 15, 2008, 3:15 PM In a message dated 2008/09/15, brett3nt@............. writes: Hi Brett,=20 =A0=A0=A0=A0=A0=A0 It is perfectly practicable to use rectangular coils and= quad NdFeB magnet blocks for a force feedback actuator. Modern speakers se= em to use Ferrite magnets, which are both relatively weak and very temperat= ure sensitive. The pole gaps have very little clearance. This may be a limi= ting factor when the feedback coil is moving in an arc of a circle. The arm= needs to be very rigid and accurately positioned. Sean used to machine a l= arger gap and use many more turns on his coil. This was relatively easy to = do when using a cylindrical Alnico magnet. It my be very difficult to do us= ing a ferrite system glued solid with epoxy. =A0=A0=A0=A0=A0=A0 Strangely enough, I can just manage with a 12 bit ADC. T= he problem with the 'bare' 16 bit ADC chips is that there is usually >3 bit= s of digital noise on them, so their dynamic range is seriously restricted.= This problem can easily be avoided with the fast ADCs by taking say 32 rea= dings in rapid sequence and adding them together to give one low noise read= ing. You can actually get 18 bit resolution from a 16 bit ADC this way at l= ow sample rates. =A0=A0=A0=A0=A0=A0 Larry is now marketing ADCs with reduced digital noise. = Dynamic range should not be a problem in practice with a +/- 32768 count ra= nge and 1 bit noise.=20 =A0=A0=A0=A0=A0=A0 The factors that are likely to limit you are environment= al, ocean and circuit noise, in that order. It's only when you go to a 24 bit digitizer that you can have high sensitiv= ity to weak signals and still be able to display large mid-distance quakes = without clipping.=A0=20 =A0=A0=A0=A0=A0=A0 The resolution that you can actually get with a "24 bit"= ADC depends quite strongly on the sample rate. It may be as low as 18 bits= .. They tend to be quite expensive and you need a 50% increase in your digit= al storage capacity over a 16 bit system. Some have a very low input voltag= e range. This generates a requirement for very low noise electronics =3D ex= pensive. The instrument itself will probably not be the limit when using 16 bits. Th= e highest=20 coil currents will be needed at the highest frequencies, so if you don't pu= sh for too high an upper corner frequency, you should be also a little bett= er off. =A0=A0=A0=A0=A0=A0 This is why you need to restrict the resistance of the f= eedback coil to <100 Ohms maximum and also keep down the coil inductance. R= estricting the maximum frequency to 10 Hz is likely to be quite adequate fo= r an amateur seismologist in most locations and eases both the electronics = and the digital storage requirements. To understand the clipping issues for your location, determine what your=20 maximum acceleration is likely to be, often expressed in % of g, then use F= =20 =3D m A to determine the peak force and calculate what that corresponds to = in=20 terms of coil current.=A0 I suspect that's what you have already=20 done.=A0 Balancing sensitivity vs clipping level seems to be a fundamental= =20 problem, which often results in the use of more than one type of instrument= =20 in seismically active areas. =A0=A0=A0=A0=A0=A0 Which is a problem generated by the assumed requirement = to be capable of measuring seismic signals below the environmental backgrou= nd levels anywhere on Earth - irrespective of the actual noise at your loca= tion. Part of the "specmanship" which goes quite a way to explaining the co= st of commercial seismometers. =A0=A0=A0=A0=A0=A0 Regards, =A0=A0=A0=A0=A0=A0 Chris Chapman
Hi Chris
STM also describes a fabricated coil using a rare earth ring magnet from mcmaster carr, thick washer and cap screw. It was definitely easier for me to make than taking apart and machining and putting back together a woofer speaker.
 
Hi Brett
Using STM equations I have been wondering for quite a while how to lower the gain to prevent clipping. It seemed the whole idea was to have a large gain in the equations for the desired frequency range. I put a voltage divider at the output but that won't prevent clipping of the amp before the divider. Any ideas? I would like two output levels to expand my sensors range. It seems recording two levels would be easier to achieve than a higher resolution A/D , however it would double the number of recording channels.
 
Regards
Barry


--- On Mon, 9/15/08, ChrisAtUpw@....... <ChrisAtUpw@.......> wrote:
From: ChrisAtUpw@....... <ChrisAtUpw@.......>
Subject: Re: Vertical Seismometer with Feedback, Transducer Question
To: psn-l@..............
Date: Monday, September 15, 2008, 3:15 PM

In a message dated 2008/09/15, brett3nt@............. writes:


Hi Brett,

       It is perfectly practicable to use rectangular coils and quad NdFeB magnet blocks for a force feedback actuator. Modern speakers seem to use Ferrite magnets, which are both relatively weak and very temperature sensitive. The pole gaps have very little clearance. This may be a limiting factor when the feedback coil is moving in an arc of a circle. The arm needs to be very rigid and accurately positioned. Sean used to machine a larger gap and use many more turns on his coil. This was relatively easy to do when using a cylindrical Alnico magnet. It my be very difficult to do using a ferrite system glued solid with epoxy.

       Strangely enough, I can just manage with a 12 bit ADC. The problem with the 'bare' 16 bit ADC chips is that there is usually >3 bits of digital noise on them, so their dynamic range is seriously restricted. This problem can easily be avoided with the fast ADCs by taking say 32 readings in rapid sequence and adding them together to give one low noise reading. You can actually get 18 bit resolution from a 16 bit ADC this way at low sample rates.
       Larry is now marketing ADCs with reduced digital noise. Dynamic range should not be a problem in practice with a +/- 32768 count range and 1 bit noise.
       The factors that are likely to limit you are environmental, ocean and circuit noise, in that order.

It's only when you go to a 24 bit digitizer that you can have high sensitivity to weak signals and still be able to display large mid-distance quakes without clipping. 


       The resolution that you can actually get with a "24 bit" ADC depends quite strongly on the sample rate. It may be as low as 18 bits. They tend to be quite expensive and you need a 50% increase in your digital storage capacity over a 16 bit system. Some have a very low input voltage range. This generates a requirement for very low noise electronics = expensive.

The instrument itself will probably not be the limit when using 16 bits. The highest

coil currents will be needed at the highest frequencies, so if you don't push for too high an upper corner frequency, you should be also a little better off.


       This is why you need to restrict the resistance of the feedback coil to <100 Ohms maximum and also keep down the coil inductance. Restricting the maximum frequency to 10 Hz is likely to be quite adequate for an amateur seismologist in most locations and eases both the electronics and the digital storage requirements.

To understand the clipping issues for your location, determine what your
maximum acceleration is likely to be, often expressed in % of g, then use F
= m A to determine the peak force and calculate what that corresponds to in
terms of coil current.  I suspect that's what you have already
done.  Balancing sensitivity vs clipping level seems to be a fundamental
problem, which often results in the use of more than one type of instrument
in seismically active areas.


       Which is a problem generated by the assumed requirement to be capable of measuring seismic signals below the environmental background levels anywhere on Earth - irrespective of the actual noise at your location. Part of the "specmanship" which goes quite a way to explaining the cost of commercial seismometers.

       Regards,

       Chris Chapman
Subject: Equipment For Sale From: "Jerry Payton" gpayton880@....... Date: Tue, 16 Sep 2008 11:40:50 -0500 I have for sale Larry Cochrane's 16-bit electronics package with 3 channels including a GPS-18 LVC receiver. If anyone is interested, please contact me offline at gpayton880@....... . Thank you, Jerry
I have for sale Larry Cochrane's 16-bit electronics package = with 3=20 channels including a GPS-18 LVC receiver.  If anyone is=20 interested, please contact me offline at  gpayton880@.......  .  =
 
Thank you,
Jerry
Subject: Re: Web Site From: Richard Webb dwebb002@............. Date: Tue, 16 Sep 2008 14:42:54 -0400 Have you checked with the National Seismology lab at Albequerque. Several years ago I saw several Sprengnether 201s in operation. Dick Barry Lotz wrote: > Dick > My computer's "bad" :) . I used a different computer and I was able to > view the files. I saw the Sprengnther horizontal drawing on Sean > Thomas Morressey's web site years ago and construct one from the > picture but used STM's feedback equations , a smaller mass , his > feedback coil construction, and his vrdt senor. I used the finest > music wire I could find for the hinges. It worked well for a while. > It's acting somewhat erratic now. STM talked about degaussing the > sensor. I don't know if that can be a problem with mine. I think I > degaussed it when I constructed the sensor using a soldering iron but > I don't know if that is a one time operation. It only records more > local events now. I have to check the sensor for allignment and > cleanliness. I have somewhat dark, not good quality photos on my > website www.seismicvault.com . I > suppose you would have provided it but, did the horizontal come with > a parts list? It would help with a interpretation of the picture, > though the picture is pretty self descriptive. > Regards > Barry > > > > --- On *Fri, 9/12/08, Richard Webb //* wrote: > > From: Richard Webb > Subject: Re: Web Site > To: psn-l@.............. > Date: Friday, September 12, 2008, 5:38 AM > > I don't have a specific answer to the opening problems but I did use > Adobe Acrobat 6 to prepare them. And, no problem opening them with > Reader 9 which is the current version. > > Dick > > ChrisAtUpw@....... wrote: > > In a message dated 2008/09/12, barry_lotz@............. writes: > > > >> I tried to open the pdf manual files but my adobe reader gave me an > >> error message. Has anyone had a problem with the files? > >> Regards > >> Barry > > > > > > Hi Barry, > > > > My Acrobat 5 works fine on these files. Maybe you have an older > > version? > > > > Regards, > > > > Chris Chapman > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Vertical Seismometer with Feedback, Transducer Question From: Brett Nordgren brett3nt@............. Date: Wed, 17 Sep 2008 11:27:48 -0400 At 07:32 PM 9/15/2008 -0700, you wrote: >Hi Chris >STM also describes a fabricated coil using a rare earth ring magnet from >mcmaster carr, thick washer and cap screw. It was definitely easier for me >to make than taking apart and machining and putting back together a woofer >speaker. > >Hi Brett >Using STM equations I have been wondering for quite a while how to lower >the gain to prevent clipping. It seemed the whole idea was to have a large >gain in the equations for the desired frequency range. I put a voltage >divider at the output but that won't prevent clipping of the amp before >the divider. Any ideas? I would like two output levels to expand my >sensors range. It seems recording two levels would be easier to achieve >than a higher resolution A/D , however it would double the number of >recording channels. > Hi Barry, As you suggest, the circuit itself will have clipping limits, which will come into play when you increase the A/D clipping level. In order to determine what those limits are, I'd need to know quite a bit more about exact circuit. The most likely limit will be in both the voltage and current capabilities of the amplifier which drives the derivative branch capacitor, though several other factors will also relate to that. Some of those are the mass value, the forcing coil constant, N/A, the coil resistance and just possibly its inductance, and the derivative capacitor value to name the most important factors. Given those (except possibly for the inductance) combined with the derivative branch driver amplifier peak voltage and current capabilities, one should be able to plot clipping velocity vs frequency, which I think is what you are looking for. You might want to consider downloading the Excel workbook http://bnordgren.org/seismo/loop7.zip which has a lot of tools for relating component values and instrument performance. Although it doesn't directly relate to clipping levels, it does provide some useful tools related to them. Sorry for the lack of documentation, but there are three worksheets at the beginning which define what the variables mean and show a little of how to use the workbook. You will want to let Excel run macros if you are planning to do more than just look at the example data, which is currently set to be an approximate model of Allan Coleman's MkXX design. Please feel free to ask about anything that needs explaining. Someday I'd like to write some more about how to use it to do a feedback design and any questions or comments will help me to do that better. Regards, Brett __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Vertical Seismometer with Feedback, Transducer Question From: Barry Lotz barry_lotz@............. Date: Wed, 17 Sep 2008 19:33:58 -0700 (PDT) Hi Brett After my email I played around with the various components. I have=A0STM's = Mcad program, but I was able to present the data in Excel as you did. I cur= rently have a max output of around 2000-2500 v/m/s for my sensors. I was ab= le to reduce this down to around 400 by reducing the mass to around 0.2 kg = and reducing r from ~240000 to around 100000. I then adjusted the other fee= dback components to get a good response at the ends of the pass band and an= appropriate damping value. I then could use this as one output, increase o= utput back up by ~6x =A0or more and make this my second output. I'm not sur= e if a gain reduction of 6 is enough to make much of a difference. Right no= w I'm "clipping" with a magnitude of 7.0 @ about 4000 km or 5.0 @ ~200 km. = Looking at my log-log graph of distance vs counts a gain reduction of 6 wou= ld correspond to an increase in non- clipped magnitude of=A0~ 0.7 at a give= n distance. Hardly seems worth the bother.=A0 Barry =A0 --- On Wed, 9/17/08, Brett Nordgren wrote: From: Brett Nordgren Subject: Re: Vertical Seismometer with Feedback, Transducer Question To: psn-l@.............. Date: Wednesday, September 17, 2008, 8:27 AM At 07:32 PM 9/15/2008 -0700, you wrote: >Hi Chris >STM also describes a fabricated coil using a rare earth ring magnet from= =20 >mcmaster carr, thick washer and cap screw. It was definitely easier for me= =20 >to make than taking apart and machining and putting back together a woofer= =20 >speaker. > >Hi Brett >Using STM equations I have been wondering for quite a while how to lower= =20 >the gain to prevent clipping. It seemed the whole idea was to have a large= =20 >gain in the equations for the desired frequency range. I put a voltage=20 >divider at the output but that won't prevent clipping of the amp before >the divider. Any ideas? I would like two output levels to expand my=20 >sensors range. It seems recording two levels would be easier to achieve=20 >than a higher resolution A/D , however it would double the number of=20 >recording channels. > Hi Barry, As you suggest, the circuit itself will have clipping limits, which will=20 come into play when you increase the A/D clipping level. In order to=20 determine what those limits are, I'd need to know quite a bit more about=20 exact circuit. The most likely limit will be in both the voltage and=20 current capabilities of the amplifier which drives the derivative branch=20 capacitor, though several other factors will also relate to that. Some of= =20 those are the mass value, the forcing coil constant, N/A, the coil=20 resistance and just possibly its inductance, and the derivative capacitor= =20 value to name the most important factors. Given those (except possibly for= =20 the inductance) combined with the derivative branch driver amplifier peak= =20 voltage and current capabilities, one should be able to plot clipping=20 velocity vs frequency, which I think is what you are looking for. You might want to consider downloading the Excel workbook=20 http://bnordgren.org/seismo/loop7.zip which has a lot of tools for=20 relating component values and instrument performance. Although it doesn't= =20 directly relate to clipping levels, it does provide some useful tools=20 related to them. Sorry for the lack of documentation, but there are three= =20 worksheets at the beginning which define what the variables mean and show a= =20 little of how to use the workbook. You will want to let Excel run macros= =20 if you are planning to do more than just look at the example data, which is= =20 currently set to be an approximate model of Allan Coleman's MkXX=20 design. Please feel free to ask about anything that needs=20 explaining. Someday I'd like to write some more about how to use it to do= =20 a feedback design and any questions or comments will help me to do that bet= ter. Regards, Brett
Hi Brett
After my email I played around with the various components. I have STM's Mcad program, but I was able to present the data in Excel as you did. I currently have a max output of around 2000-2500 v/m/s for my sensors. I was able to reduce this down to around 400 by reducing the mass to around 0.2 kg and reducing r from ~240000 to around 100000. I then adjusted the other feedback components to get a good response at the ends of the pass band and an appropriate damping value. I then could use this as one output, increase output back up by ~6x  or more and make this my second output. I'm not sure if a gain reduction of 6 is enough to make much of a difference. Right now I'm "clipping" with a magnitude of 7.0 @ about 4000 km or 5.0 @ ~200 km. Looking at my log-log graph of distance vs counts a gain reduction of 6 would correspond to an increase in non- clipped magnitude of ~ 0.7 at a given distance. Hardly seems worth the bother. 
Barry
 


--- On Wed, 9/17/08, Brett Nordgren <brett3nt@.............> wrote:
From: Brett Nordgren <brett3nt@.............>
Subject: Re: Vertical Seismometer with Feedback, Transducer Question
To: psn-l@..............
Date: Wednesday, September 17, 2008, 8:27 AM

At 07:32 PM 9/15/2008 -0700, you wrote:
>Hi Chris
>STM also describes a fabricated coil using a rare earth ring magnet from 
>mcmaster carr, thick washer and cap screw. It was definitely easier for me 
>to make than taking apart and machining and putting back together a woofer 
>speaker.
>
>Hi Brett
>Using STM equations I have been wondering for quite a while how to lower 
>the gain to prevent clipping. It seemed the whole idea was to have a large 
>gain in the equations for the desired frequency range. I put a voltage 
>divider at the output but that won't prevent clipping of the amp before

>the divider. Any ideas? I would like two output levels to expand my 
>sensors range. It seems recording two levels would be easier to achieve 
>than a higher resolution A/D , however it would double the number of 
>recording channels.
>

Hi Barry,

As you suggest, the circuit itself will have clipping limits, which will 
come into play when you increase the A/D clipping level.  In order to 
determine what those limits are, I'd need to know quite a bit more about 
exact circuit.  The most likely limit will be in both the voltage and 
current capabilities of the amplifier which drives the derivative branch 
capacitor, though several other factors will also relate to that.  Some of 
those are the mass value, the forcing coil constant, N/A, the coil 
resistance and just possibly its inductance, and the derivative capacitor 
value to name the most important factors.  Given those (except possibly for 
the inductance) combined with the derivative branch driver amplifier peak 
voltage and current capabilities, one should be able to plot clipping 
velocity vs frequency, which I think is what you are looking for.

You might want to consider downloading the Excel workbook 
http://bnordgren.org/seismo/loop7.zip  which has a lot of tools for 
relating component values and instrument performance.  Although it doesn't 
directly relate to clipping levels, it does provide some useful tools 
related to them.  Sorry for the lack of documentation, but there are three 
worksheets at the beginning which define what the variables mean and show a 
little of how to use the workbook.  You will want to let Excel run macros 
if you are planning to do more than just look at the example data, which is 
currently set to be an approximate model of Allan Coleman's MkXX 
design.  Please feel free to ask about anything that needs 
explaining.  Someday I'd like to write some more about how to use it to do 
a feedback design and any questions or comments will help me to do that better.

Regards,
Brett








Subject: Glacial Seismology From: "Connie & Jim Lehman" lehmancj@........... Date: Thu, 18 Sep 2008 07:52:13 -0400 PSN-group--FYI -- The September issue of Physics Today has an article on = Glacial Earthquakes observed in Greenland. As you know glacers are big = things--kilometers in size and massive. As they flow slowly, and faster = at times, long period waves are predominate--probably beyond what most = amateur seismology stations copy. The Columbia Un. team found = magnitudes--usually low--M2-3, but as high as 4.6-5.1. Of course large chunks of glaciers breaking off (calving) send shorter = period shockwaves outward for--at times for several hundred miles. I = don'tt know, but I would suspect the signature of these events would be = different--as shock waves in water are transferred to solid earth below. = =20 If your PSN station is in range of glacier territory, you may find = glacial activity as part of your background noise!!. Jim Lehman
PSN-group--FYI -- The September issue = of Physics=20 Today has an article on Glacial Earthquakes observed in = Greenland.  As=20 you know glacers are big things--kilometers in size and massive.  = As=20 they flow slowly, and faster at times, long period waves are=20 predominate--probably beyond what most amateur seismology stations = copy. =20 The Columbia Un. team found magnitudes--usually low--M2-3, but as high = as=20 4.6-5.1.
 
Of course large chunks of glaciers = breaking off=20 (calving) send shorter period shockwaves outward for--at times for = several=20 hundred miles.  I don'tt know, but I would suspect the signature of = these=20 events would be different--as shock waves in water are transferred to = solid=20 earth below. 
   If your PSN station is in = range of=20 glacier territory, you may find glacial activity as part of your = background=20 noise!!.
      Jim=20 Lehman
Subject: Re: Vertical Seismometer with Feedback, Transducer Question From: Brett Nordgren brett3nt@............. Date: Thu, 18 Sep 2008 11:05:59 -0400 Hi Barry, I had been wanting to compare your clipping levels with the STS-2, which is spec'd at 26mm/sec p-p velocity up to 20Hz and 0.34g p-p acceleration above 20 Hz. I am wondering how that compares with what you are getting? If you are clipping much below that, you might want to look at whether you can implement some circuit changes to make it higher. Having made the clipping level as high as possible with full sensitivity, you could then look at an alternate reduced-gain output for the more local events. If you are wanting to get much higher clipping levels than the STS-2 numbers, I suspect that you will probably have to give up on maintaining good teleseism sensitivity. At 07:33 PM 9/17/2008 -0700, you wrote: >Hi Brett >After my email I played around with the various components. I have STM's >Mcad program, but I was able to present the data in Excel as you did. I'm sure you had noticed that all the Mathcad seismo. analyses appear to contain the line: "Td = Displacement Xducer time constant (~= 0)", which actually means that all frequency dependent elements in the forward-directed portion of the loop have been ignored. Since these are elements which strongly affect the tendency of the loop to oscillate, and which also include the 'inverse filter', required to obtain adequate loop gain near the low frequency corner, they very much do need to be considered. That could probably be done by adding complexity to the Mathcad equations, but I agree that including them in an Excel analysis should be easier to do. >I currently have a max output of around 2000-2500 v/m/s for my sensors. I >was able to reduce this down to around 400 by reducing the mass to around >0.2 kg and reducing r from ~240000 to around 100000. I then adjusted the >other feedback components to get a good response at the ends of the pass >band and an appropriate damping value. I then could use this as one >output, increase output back up by ~6x or more and make this my second >output. I'm not sure if a gain reduction of 6 is enough to make much of a >difference. Right now I'm "clipping" with a magnitude of 7.0 @ about 4000 >km or 5.0 @ ~200 km. Looking at my log-log graph of distance vs counts a >gain reduction of 6 would correspond to an increase in non- clipped >magnitude of ~ 0.7 at a given distance. Hardly seems worth the bother. Regards, Brett __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: VRDT Experience From: "Chuck Burch" cjburch@........... Date: Fri, 19 Sep 2008 00:52:50 -0600 All, Does anyone have experience with Variable Reluctance Displacement Transducers (VRDTs)? Morrissey appears to have used them extensively and they seem to have a number of advantages. They are inexpensive and easy to fabricate (so Morrissey says). They are sensitive and have a low impedance output so parasitic capacitance wouldn't be a problem. It's true that they do produce heat, of course. Any other drawbacks? Chuck Burch __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: VRDT Experience From: ChrisAtUpw@....... Date: Thu, 18 Sep 2008 15:57:39 EDT In a message dated 2008/09/18, cjburch@........... writes: > Does anyone have experience with Variable Reluctance Displacement > Transducers > (VRDTs)? Morrissey appears to have used them extensively and they seem to > have a number of advantages. They are inexpensive and easy to fabricate. > They are sensitive and have a low impedance output so parasitic capacitance > wouldn't be a problem. > > It's true that they do produce heat, of course. Any other drawbacks? Hi Chuck, They produce very little heat. Sean disasembled miniature audio transformers from Mouser and used the E cores and the ready wound formers. The range is only about +/-1mm. You need a sine wave drive, but this is not a problem. The one that I use has a resolution of <10 nano metres. Depends on what you want it to do, the range, the resolution, the frequency response and on what equipment. Variable reluctance, LVDTs, LCDTs, Silicon optical, Hall effect magnetic and coil + magnet sensors have all been used OK. Regards, Chris Chapman In a me= ssage dated 2008/09/18, cjburch@........... writes:

Does anyone have experience wit= h Variable Reluctance Displacement Transducers
(VRDTs)?  Morrissey appears to have used them extensively and they seem= to have a number of advantages.  They are inexpensive and easy to fabr= icate.  They are sensitive and have a low impedance output so parasitic= capacitance wouldn't be a problem. 

It's true that they do produce heat, of course.  Any other drawbacks?

Hi Chuck,

       They produce very little heat. Sean dis= asembled miniature audio transformers from Mouser and used the E cores and t= he ready wound formers. The range is only about +/-1mm.
       You need a sine wave drive, but this is= not a problem.
       The one that I use has a resolution of=20= <10 nano metres.

       Depends on what you want it to do, the=20= range, the resolution, the frequency response and on what equipment.
       Variable reluctance, LVDTs, LCDTs, Sili= con optical, Hall effect magnetic and coil + magnet sensors have all been us= ed OK.

       Regards,

       Chris Chapman
Subject: Re: VRDT Experience From: Brett Nordgren brett3nt@............. Date: Thu, 18 Sep 2008 19:43:02 -0400 Chuck, The biggest drawback that I can see is that they don't seem to do too well with higher drive frequencies. I usually see them run at 5-6kHz or so, while some other sensor types are happy at much higher frequencies. After you demodulate the signal, it contains a large second harmonic component along with the higher even harmonics, and you need to filter it to recover the baseband seismic signal. But in a feedback seismograph, that filter can introduce phase shifts which tend to make the loop oscillate. If you move your carrier up to 20kHz, you can design a filter which cuts off at a higher frequency and which, as a result, doesn't add as much phase shift in the 10-30 Hz region where loop oscillations are an issue. The STS-2 uses a 20kHz carrier and a 3rd order Bessel filter designed to cut off at 1600 Hz. That filter adds less than two degrees of phase at 30Hz--practically nothing, but it reduces the 40kHz 2nd harmonic to below 0.018% of its starting value. With a 5kHz carrier it becomes harder to fit the filter between the high frequency corner at 10-30Hz (gain crossover) and the 10khz second harmonic. So I am not that fond of magnetic transducers. If you do want to go that route and use 5kHz, a 3rd order filter that cuts off somewhere around 400Hz should be about optimum. It would add about 5 degrees at 20Hz, not too bad, and it should nicely filter the harmonics. Does anyone know of a nice 400Hz 3rd order, low noise, Bessel filter design to use here? Regards, Brett At 12:52 AM 9/19/2008 -0600, you wrote: >All, > >Does anyone have experience with Variable Reluctance Displacement Transducers >(VRDTs)? Morrissey appears to have used them extensively and they seem to >have >a number of advantages. They are inexpensive and easy to fabricate (so >Morrissey >says). They are sensitive and have a low impedance output so parasitic >capacitance >wouldn't be a problem. > >It's true that they do produce heat, of course. Any other drawbacks? > >Chuck Burch __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: VRDT Experience From: ChrisAtUpw@....... Date: Thu, 18 Sep 2008 20:59:49 EDT In a message dated 2008/09/19, brett3nt@............. writes: > The biggest drawback that I can see is that they don't seem to do too well > with higher drive frequencies. I usually see them run at 5-6kHz or so, > while some other sensor types are happy at much higher frequencies. After > you demodulate the signal, it contains a large second harmonic component > along with the higher even harmonics, and you need to filter it to recover > the baseband seismic signal. But in a feedback seismograph, that filter > can introduce phase shifts which tend to make the loop oscillate. Hi Brett, You are limited by the inductance of the sensor coils and their natural resonant frequencies. Since the harmonics are of higher frequency than that of the carrier, where is the difficulty in removing them? > If you move your carrier up to 20kHz, You will get a load of unwanted and totally unneccessary problems. > If you do want to go that route and use 5kHz, a 3rd order filter that cuts > off somewhere around 400Hz should be about optimum. It would add about 5 > degrees at 20Hz, not too bad, and it should nicely filter the harmonics. > > Does anyone know of a nice 400Hz 3rd order, low noise, Bessel filter design > to use here? There is no problem there. Regards, Chris Chapman In a me= ssage dated 2008/09/19, brett3nt@............. writes:

The biggest drawback that I can= see is that they don't seem to do too well
with higher drive frequencies.  I usually see them run at 5-6kHz or so,=
while some other sensor types are happy at much higher frequencies.  Af= ter
you demodulate the signal, it contains a large second harmonic component along with the higher even harmonics, and you need to filter it to recover <= BR> the baseband seismic signal.  But in a feedback seismograph, that filte= r
can introduce phase shifts which tend to make the loop oscillate.


Hi Brett,

       You are limited by the inductance of th= e sensor coils and their natural resonant frequencies. Since the harmonics a= re of higher frequency than that of the carrier, where is the difficulty in=20= removing them?


If you move your carrier up to=20= 20kHz,


       You will get a load of unwanted and to= tally unneccessary problems.

If you do want to go that route= and use 5kHz, a 3rd order filter that cuts
off somewhere around 400Hz should be about optimum.  It would add about= 5
degrees at 20Hz, not too bad, and it should nicely filter the harmonics.

Does anyone know of a nice 400Hz 3rd order, low noise, Bessel filter design=20=
to use here?


       There is no problem there.

       Regards,

       Chris Chapman
Subject: Re: VRDT Experience From: Brett Nordgren brett3nt@............. Date: Thu, 18 Sep 2008 22:25:39 -0400 Hi Chris, At 08:59 PM 9/18/2008 -0400, you wrote: >Hi Brett, > > You are limited by the inductance of the sensor coils and their > natural resonant frequencies. Since the harmonics are of higher frequency > than that of the carrier, where is the difficulty in removing them? No fundamental difficulty. Depending on the sensor design, the harmonics might in some cases be rather large and take considerable attenuation. You just don't want to mess up your loop phase margin in the process. >>If you move your carrier up to 20kHz, > > You will get a load of unwanted and totally unneccessary problems. I would certainly not consider a magnetic device for that frequency (which was intended to be my original point). Capacitor maybe? >>If you do want to go that route and use 5kHz, a 3rd order filter that cuts >>off somewhere around 400Hz should be about optimum. It would add about 5 >>degrees at 20Hz, not too bad, and it should nicely filter the harmonics. >> >>Does anyone know of a nice 400Hz 3rd order, low noise, Bessel filter design >>to use here? > > There is no problem there. I agree, no problem. What sort of design would work well? Regards, Brett __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: VRDT Experience From: Barry Lotz barry_lotz@............. Date: Thu, 18 Sep 2008 20:42:01 -0700 (PDT) Hi Brett I have been running three sensors with the smt8 type=A0triple feedback. The= ~30" vertical with woofer coil and LVDT seems to work very well. I oscilla= te the LVDT with a 6500hz phase shift oscillator. I have a 10 hz single pol= e passive low pass filter after the maxim dg419 demodulator. I then run it = thru a gain of 5 and into the triple feedback. The ~12" leaf spring vertica= l uses the same 6500 hz oscillator with a VRDT=A0 and STM=A0home built =A0f= eedback coil. I have been getting a large very low frequency oscillation ar= ound 0.005 hz. Looking at the winquake helicorder it doesn't last all day (= maybe 2-10 hours at a time) . I have been trying to see if it's environment= al but it doesn't appear to occur at the same time periods each day.Could t= his oscillation have anything to do with the feedback? For others using the= VRDT is degaussing the center element very important and does this have to= be done more than once? I did make a circuit diagram using easytrax which I can email you. More questions later. Regards Barry =A0 =A0 --- On Thu, 9/18/08, Brett Nordgren wrote: From: Brett Nordgren Subject: Re: VRDT Experience To: psn-l@.............. Date: Thursday, September 18, 2008, 4:43 PM Chuck, The biggest drawback that I can see is that they don't seem to do too well= =20 with higher drive frequencies. I usually see them run at 5-6kHz or so,=20 while some other sensor types are happy at much higher frequencies. After= =20 you demodulate the signal, it contains a large second harmonic component=20 along with the higher even harmonics, and you need to filter it to recover= =20 the baseband seismic signal. But in a feedback seismograph, that filter=20 can introduce phase shifts which tend to make the loop oscillate. If you move your carrier up to 20kHz, you can design a filter which cuts=20 off at a higher frequency and which, as a result, doesn't add as much phase shift in the 10-30 Hz region where loop oscillations are an issue. The=20 STS-2 uses a 20kHz carrier and a 3rd order Bessel filter designed to cut=20 off at 1600 Hz. That filter adds less than two degrees of phase at=20 30Hz--practically nothing, but it reduces the 40kHz 2nd harmonic to below= =20 0.018% of its starting value. With a 5kHz carrier it becomes harder to fit the filter between the high=20 frequency corner at 10-30Hz (gain crossover) and the 10khz second=20 harmonic. So I am not that fond of magnetic transducers. If you do want to go that route and use 5kHz, a 3rd order filter that cuts= =20 off somewhere around 400Hz should be about optimum. It would add about 5= =20 degrees at 20Hz, not too bad, and it should nicely filter the harmonics. Does anyone know of a nice 400Hz 3rd order, low noise, Bessel filter design= =20 to use here? Regards, Brett
Hi Brett
I have been running three sensors with the smt8 type triple feedback. The ~30" vertical with woofer coil and LVDT seems to work very well. I oscillate the LVDT with a 6500hz phase shift oscillator. I have a 10 hz single pole passive low pass filter after the maxim dg419 demodulator. I then run it thru a gain of 5 and into the triple feedback. The ~12" leaf spring vertical uses the same 6500 hz oscillator with a VRDT  and STM home built  feedback coil. I have been getting a large very low frequency oscillation around 0.005 hz. Looking at the winquake helicorder it doesn't last all day (maybe 2-10 hours at a time) . I have been trying to see if it's environmental but it doesn't appear to occur at the same time periods each day.Could this oscillation have anything to do with the feedback? For others using the VRDT is degaussing the center element very important and does this have to be done more than once? I did make a circuit diagram using easytrax which I can email you. More questions later.
Regards
Barry
 
 
--- On Thu, 9/18/08, Brett Nordgren <brett3nt@.............> wrote:
From: Brett Nordgren <brett3nt@.............>
Subject: Re: VRDT Experience
To: psn-l@..............
Date: Thursday, September 18, 2008, 4:43 PM

Chuck,

The biggest drawback that I can see is that they don't seem to do too well 
with higher drive frequencies.  I usually see them run at 5-6kHz or so, 
while some other sensor types are happy at much higher frequencies.  After 
you demodulate the signal, it contains a large second harmonic component 
along with the higher even harmonics, and you need to filter it to recover 
the baseband seismic signal.  But in a feedback seismograph, that filter 
can introduce phase shifts which tend to make the loop oscillate.

If you move your carrier up to 20kHz, you can design a filter which cuts 
off at a higher frequency and which, as a result, doesn't add as much phase

shift in the 10-30 Hz region where loop oscillations are an issue.  The 
STS-2 uses a 20kHz carrier and a 3rd order Bessel filter designed to cut 
off at 1600 Hz.  That filter adds less than two degrees of phase at 
30Hz--practically nothing, but it reduces the 40kHz 2nd harmonic to below 
0.018% of its starting value.

With a 5kHz carrier it becomes harder to fit the filter between the high 
frequency corner at 10-30Hz (gain crossover) and the 10khz second 
harmonic.  So I am not that fond of magnetic transducers.

If you do want to go that route and use 5kHz, a 3rd order filter that cuts 
off somewhere around 400Hz should be about optimum.  It would add about 5 
degrees at 20Hz, not too bad, and it should nicely filter the harmonics.

Does anyone know of a nice 400Hz 3rd order, low noise, Bessel filter design 
to use here?

Regards,
Brett



Subject: Re: Vertical Seismometer with Feedback, Transducer Question From: Barry Lotz barry_lotz@............. Date: Thu, 18 Sep 2008 21:34:43 -0700 (PDT) Brett Yea, the best I can figure out I am clipping at about 5 mm/sec.=A0 This is = what I was wondering . I should=A0maybe lower the gain by about 5. Barry =A0 --- On Thu, 9/18/08, Brett Nordgren wrote: From: Brett Nordgren Subject: Re: Vertical Seismometer with Feedback, Transducer Question To: psn-l@.............. Date: Thursday, September 18, 2008, 8:05 AM Hi Barry, I had been wanting to compare your clipping levels with the STS-2, which is= =20 spec'd at 26mm/sec p-p velocity up to 20Hz and 0.34g p-p acceleration above 20 Hz. I am wondering how that compares with what you are getting? If you= =20 are clipping much below that, you might want to look at whether you can=20 implement some circuit changes to make it higher. Having made the clipping= =20 level as high as possible with full sensitivity, you could then look at an= =20 alternate reduced-gain output for the more local events. If you are=20 wanting to get much higher clipping levels than the STS-2 numbers, I=20 suspect that you will probably have to give up on maintaining good=20 teleseism sensitivity. At 07:33 PM 9/17/2008 -0700, you wrote: >Hi Brett >After my email I played around with the various components. I have STM's=20 >Mcad program, but I was able to present the data in Excel as you did. I'm sure you had noticed that all the Mathcad seismo. analyses appear to=20 contain the line: "Td =3D Displacement Xducer time constant (~=3D 0)", which actually means that all frequency dependent elements in the=20 forward-directed portion of the loop have been ignored. Since these are=20 elements which strongly affect the tendency of the loop to oscillate, and= =20 which also include the 'inverse filter', required to obtain adequate loop=20 gain near the low frequency corner, they very much do need to be=20 considered. That could probably be done by adding complexity to the=20 Mathcad equations, but I agree that including them in an Excel analysis=20 should be easier to do. >I currently have a max output of around 2000-2500 v/m/s for my sensors. I= =20 >was able to reduce this down to around 400 by reducing the mass to around= =20 >0.2 kg and reducing r from ~240000 to around 100000. I then adjusted the= =20 >other feedback components to get a good response at the ends of the pass= =20 >band and an appropriate damping value. I then could use this as one=20 >output, increase output back up by ~6x or more and make this my second=20 >output. I'm not sure if a gain reduction of 6 is enough to make much of a=20 >difference. Right now I'm "clipping" with a magnitude of 7.0 @ about 4000=20 >km or 5.0 @ ~200 km. Looking at my log-log graph of distance vs counts a= =20 >gain reduction of 6 would correspond to an increase in non- clipped=20 >magnitude of ~ 0.7 at a given distance. Hardly seems worth the bother. Regards, Brett __________________________________________________________ Public Seismic Network Mailing List (PSN-L)
Brett
Yea, the best I can figure out I am clipping at about 5 mm/sec.  This is what I was wondering . I should maybe lower the gain by about 5.
Barry
 

--- On Thu, 9/18/08, Brett Nordgren <brett3nt@.............> wrote:
From: Brett Nordgren <brett3nt@.............>
Subject: Re: Vertical Seismometer with Feedback, Transducer Question
To: psn-l@..............
Date: Thursday, September 18, 2008, 8:05 AM

Hi Barry,

I had been wanting to compare your clipping levels with the STS-2, which is 
spec'd at 26mm/sec p-p velocity up to 20Hz and 0.34g p-p acceleration above

20 Hz.  I am wondering how that compares with what you are getting?  If you 
are clipping much below that, you might want to look at whether you can 
implement some circuit changes to make it higher.  Having made the clipping 
level as high as possible with full sensitivity, you could then look at an 
alternate reduced-gain output for the more local events.  If you are 
wanting to get much higher clipping levels than the STS-2 numbers, I 
suspect that you will probably have to give up on maintaining good 
teleseism sensitivity.

At 07:33 PM 9/17/2008 -0700, you wrote:
>Hi Brett
>After my email I played around with the various components. I have
STM's 
>Mcad program, but I was able to present the data in Excel as you did.

I'm sure you had noticed that all the Mathcad seismo. analyses appear to 
contain the line:

"Td = Displacement Xducer time constant (~= 0)",

which actually means that all frequency dependent elements in the 
forward-directed portion of the loop have been ignored.  Since these are 
elements which strongly affect the tendency of the loop to oscillate, and 
which also include the 'inverse filter', required to obtain adequate
loop 
gain near the low frequency corner,  they very much do need to be 
considered.  That could probably be done by adding complexity to the 
Mathcad equations, but I agree that including them in an Excel analysis 
should be easier to do.

>I currently have a max output of around 2000-2500 v/m/s for my sensors. I 
>was able to reduce this down to around 400 by reducing the mass to around 
>0.2 kg and reducing r from ~240000 to around 100000. I then adjusted the 
>other feedback components to get a good response at the ends of the pass 
>band and an appropriate damping value. I then could use this as one 
>output, increase output back up by ~6x  or more and make this my second 
>output. I'm not sure if a gain reduction of 6 is enough to make much of
a 
>difference. Right now I'm "clipping" with a magnitude of 7.0
@ about 4000 
>km or 5.0 @ ~200 km. Looking at my log-log graph of distance vs counts a 
>gain reduction of 6 would correspond to an increase in non- clipped 
>magnitude of ~ 0.7 at a given distance. Hardly seems worth the bother.

Regards,
Brett


__________________________________________________________

Public Seismic Network Mailing List (PSN-L)

Subject: Re: VRDT Experience From: Charles Patton charles.r.patton@........ Date: Fri, 19 Sep 2008 00:55:31 -0700 Barry, I want to mention a couple of phenomenon that may have a bearing on your “oscillation.” One aspect of a VRDT is that it exerts force on the vane and if the vane is not centered the force is not balance, being attracted to the closer core. This can also happen with capacitance sensors and has to be accounted for in very sensitive applications (like seismometers?). The second point. Among other things, some experimenters trying to make a Focault pendulum would drive the pendulum with a coil excited with 60 Hz in series with a capacitor. No active components were necessary. It basically makes a motor armature out of the bob. These drive systems have been known for years. The Amateur Scientist column in the Scientific American discussed construction details many years ago. Here you have the same conditions, a low frequency bob (long period) and a high frequency drive. Additional evidence that this is possible, an experimenter took an RF coil in an oscillator tank tuned to the AM broadcast band, delicately balanced a small core so it could bob in and out of the coil. It basically became a Bouncing Betty that modulated the coil frequency. He could listen to it on the radio and use it as a seismic detector by hearing the change in the rhythm. The point here is that given a resonant spring system interacting with an RF source, it went into physical oscillation. Sounds suspiciously like your VRDT oscillation problem. The other point is that it isn’t because the feedback loop is unstable, it’s a basic motor driving reaction. Regards, Charles Patton Barry Lotz wrote: > Hi Brett > I have been running three sensors with the smt8 type triple feedback. > The ~30" vertical with woofer coil and LVDT seems to work very well. I > oscillate the LVDT with a 6500hz phase shift oscillator. I have a 10 hz > single pole passive low pass filter after the maxim dg419 demodulator. I > then run it thru a gain of 5 and into the triple feedback. The ~12" leaf > spring vertical uses the same 6500 hz oscillator with a VRDT and > STM home built feedback coil. I have been getting a large very low > frequency oscillation around 0.005 hz. Looking at the winquake > helicorder it doesn't last all day (maybe 2-10 hours at a time) . I have > been trying to see if it's environmental but it doesn't appear to occur > at the same time periods each day.Could this oscillation have anything > to do with the feedback? For others using the VRDT is degaussing the > center element very important and does this have to be done more than > once? I did make a circuit diagram using easytrax which I can email you. > More questions later. > Regards > Barry > > > --- On *Thu, 9/18/08, Brett Nordgren //* wrote: > > From: Brett Nordgren > Subject: Re: VRDT Experience > To: psn-l@.............. > Date: Thursday, September 18, 2008, 4:43 PM > > Chuck, > > The biggest drawback that I can see is that they don't seem to do too well > with higher drive frequencies. I usually see them run at 5-6kHz or so, > while some other sensor types are happy at much higher frequencies. After > you demodulate the signal, it contains a large second harmonic component > along with the higher even harmonics, and you need to filter it to recover > the baseband seismic signal. But in a feedback seismograph, that filter > can introduce phase shifts which tend to make the loop oscillate. > > If you move your carrier up to 20kHz, you can design a filter which cuts > off at a higher frequency and which, as a result, doesn't add as much phase > > shift in the 10-30 Hz region where loop oscillations are an issue. The > STS-2 uses a 20kHz carrier and a 3rd order Bessel filter designed to cut > off at 1600 Hz. That filter adds less than two degrees of phase at > 30Hz--practically nothing, but it reduces the 40kHz 2nd harmonic to below > 0.018% of its starting value. > > With a 5kHz carrier it becomes harder to fit the filter between the high > frequency corner at 10-30Hz (gain crossover) and the 10khz second > harmonic. So I am not that fond of magnetic transducers. > > If you do want to go that route and use 5kHz, a 3rd order filter that cuts > off somewhere around 400Hz should be about optimum. It would add about 5 > degrees at 20Hz, not too bad, and it should nicely filter the harmonics. > > Does anyone know of a nice 400Hz 3rd order, low noise, Bessel filter design > to use here? > > Regards, > Brett > > > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Crossed wire mass pendulum signal extension/s From: "meredith lamb" paleoartifact@......... Date: Fri, 19 Sep 2008 12:04:20 -0600 Hi all, If one considers that a suspended gravity centered and reasonably balanced mass on a pair of crossed wire pivots, actually slightly enertia rolls in horizontal response to a seismic signal; would it be enticing to attach to the mass, a light weight mechanical arm/flag to amplify such rolling offset signals? The natural period will of course be short, but displacement sensors can elongate the periods recorded. I would think the flag/arm extension could best be put/directed vertically up from the mass to limit the physical seismometer horizontal size; and it could literally be of any reasonable length that hopefully doesn't upset the mass balance position. Of course; a light signal mirror on the mass could do the same thing with ~ effort, and not influence the balance position. One could entertain a variety of mass attached velocity or displacement sensors or feedback from such. Has anyone tried a resemblance of this? Results? Problem/s? Missed points? Take care, Meredith

Hi all,

If one considers that a suspended gravity centered and reasonably balanced mass on a pair of
crossed wire pivots, actually slightly enertia rolls in horizontal response to a seismic signal;
would it be enticing to attach to the mass, a light weight mechanical arm/flag to amplify
such rolling offset signals?  The natural period will of course be short, but displacement sensors
can elongate the periods recorded.

I would think the flag/arm extension could best be put/directed vertically up from the mass to
limit the physical seismometer horizontal size; and it could literally be of any reasonable length
that hopefully doesn't upset the mass balance position.

Of course; a light signal mirror on the mass could do the same thing with ~ effort, and not
influence the balance position.

One could entertain a variety of mass attached velocity or displacement sensors or feedback
from such.

Has anyone tried a resemblance of this?  Results?  Problem/s?  Missed points? 

Take care, Meredith


Subject: Re: Crossed wire mass pendulum signal extension/s From: Charles Patton charles.r.patton@........ Date: Fri, 19 Sep 2008 11:43:44 -0700 Meredith, We're (Brett, Chris and I) putting the finishing touches on a white paper on pivots with spreadsheet calculations of actual locus points, errors, etc. that shortly I'll put up on a web site. It includes your pivot that I'm calling the X-roll. It's problem is that it doesn't have an easy way of obtaining long periods except the use of force feedback at which point I would argue that the lever arm extension probably doesn't add much. I toss out an alternate idea. The paper will include the equations for something I'm calling the X-suspension that comes from work on LIGO. It's essentially two flat plates suspended with crossed wires and a mass attached to the lower plate and adjusted in height between the the plates. This can be set for any period. It would have the property you mention, so a lever arm attached to the bottom plate and extended away from the bottom would magnify the movement. I haven't done it yet, but it seems to me that although for the LIGO work they used flat flexures with traditional clamps, the scheme is very amenable to use of rolls and wire or bands for very low friction. I think it could be accomplished with 3 bands minimum, but 4 equal width bands would make construction easier and very high Q. Regards, Charles Patton meredith lamb wrote: > > Hi all, > > If one considers that a suspended gravity centered and reasonably > balanced mass on a pair of > crossed wire pivots, actually slightly enertia rolls in horizontal > response to a seismic signal; > would it be enticing to attach to the mass, a light weight mechanical > arm/flag to amplify > such rolling offset signals? The natural period will of course be > short, but displacement sensors > can elongate the periods recorded. > > I would think the flag/arm extension could best be put/directed > vertically up from the mass to > limit the physical seismometer horizontal size; and it could literally > be of any reasonable length > that hopefully doesn't upset the mass balance position. > > Of course; a light signal mirror on the mass could do the same thing > with ~ effort, and not > influence the balance position. > > One could entertain a variety of mass attached velocity or displacement > sensors or feedback > from such. > > Has anyone tried a resemblance of this? Results? Problem/s? Missed > points? > > Take care, Meredith > > __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: VRDT Experience From: ChrisAtUpw@....... Date: Fri, 19 Sep 2008 19:42:23 EDT In a message dated 2008/09/19, barry_lotz@............. writes: > I have been running three sensors with the smt8 type triple feedback. The > ~30" vertical with woofer coil and LVDT seems to work very well. I oscillate > the LVDT with a 6500hz phase shift oscillator. I have a 10 Hz single pole > passive low pass filter after the maxim dg419 demodulator. Hi Barry, Am I correct in assuming that your feedback is derived from the 10 Hz limited signal? The output of the demodulator needs to be limited to about 1/10 the drive oscillator frequency. This smooths the response and it needs to be about 10x the final maximum response frequency. What low pass filter are you using on the final output? I then run it thru a gain of 5 and into the triple feedback. The ~12" leaf spring > vertical uses the same 6500 hz oscillator with a VRDT and STM home built > feedback coil. I have been getting a large very low frequency oscillation > around 0.005 Hz. Looking at the winquake helicorder it doesn't last all day > (maybe 2-10 hours at a time) . I have been trying to see if it's environmental but > it doesn't appear to occur at the same time periods each day.Could this > oscillation have anything to do with the feedback? The only circuit element which has a Tc about this is likely to be the integrator. For others using the VRDT is degaussing the center element very important and > does this have to be done more than once? There may be a small remanent magnetism in the Silicon Iron often used in transformer laminations. To get a really stable output level, the lamination should preferably be demagnetised. This only normally needs to be done once - unless the lamination comes in contact with a fairly strong magnetic field / a permanent magnet / a DC voltage applied across the sensor coil windings. Regards, Chris Chapman In a me= ssage dated 2008/09/19, barry_lotz@............. writes:

I have been running three senso= rs with the smt8 type triple feedback. The ~30" vertical with woofer coil an= d LVDT seems to work very well. I oscillate the LVDT with a 6500hz phase shi= ft oscillator. I have a 10 Hz single pole passive low pass filter after the=20= maxim dg419 demodulator.


Hi Barry,

       Am I correct in assuming that your feed= back is derived from the 10 Hz limited signal? The output of the demodulator= needs to be limited to about 1/10 the drive oscillator frequency. This smoo= ths the response and it needs to be about 10x the final maximum response fre= quency.

       What low pass filter are you using on t= he final output?

I then run it thru a gain of 5 and into the triple feedback. The ~12" leaf s= pring

vertical uses the same 6500 hz= oscillator with a VRDT and STM home built  feedback coil. I have been=20= getting a large very low frequency oscillation around 0.005 Hz. Looking at t= he winquake helicorder it doesn't last all day (maybe 2-10 hours at a time)=20= .. I have been trying to see if it's environmental but it doesn't appear to o= ccur at the same time periods each day.Could this oscillation have anything=20= to do with the feedback?


    The only circuit element which has a Tc about this is lik= ely to be the integrator.

For others using the VRDT is degaussing the center element very important an= d

does this have to be done more= than once?


       There may be a small remanent magnetism= in the Silicon Iron often used in transformer laminations. To get a really=20= stable output level, the lamination should preferably be demagnetised. This=20= only normally needs to be done once - unless the lamination comes in contact= with a fairly strong magnetic field / a permanent magnet / a DC voltage app= lied across the sensor coil windings.

       Regards,

       Chris Chapman
Subject: Re: Crossed wire mass pendulum signal extension/s From: "meredith lamb" paleoartifact@......... Date: Fri, 19 Sep 2008 21:24:30 -0600 Hi Charles, The X-suspension sounds most interesting; especially the adjustable period (amazing)! It "reads" to be ~ similar to the crossed wire pendulum at this URL below; but different; with the adjustable mass in between the plates, and, both plates are "X" suspended. http://www.phy.mtu.edu/~suits/PH3110/pendulums.html Take care, Meredith On Fri, Sep 19, 2008 at 12:43 PM, Charles Patton wrote: > Meredith, > We're (Brett, Chris and I) putting the finishing touches on a white paper > on pivots with spreadsheet calculations of actual locus points, errors, etc. > that shortly I'll put up on a web site. It includes your pivot that I'm > calling the X-roll. It's problem is that it doesn't have an easy way of > obtaining long periods except the use of force feedback at which point I > would argue that the lever arm extension probably doesn't add much. > I toss out an alternate idea. The paper will include the equations for > something I'm calling the X-suspension that comes from work on LIGO. It's > essentially two flat plates suspended with crossed wires and a mass attached > to the lower plate and adjusted in height between the the plates. This can > be set for any period. It would have the property you mention, so a lever > arm attached to the bottom plate and extended away from the bottom would > magnify the movement. I haven't done it yet, but it seems to me that > although for the LIGO work they used flat flexures with traditional clamps, > the scheme is very amenable to use of rolls and wire or bands for very low > friction. I think it could be accomplished with 3 bands minimum, but 4 > equal width bands would make construction easier and very high Q. > > Regards, > Charles Patton > > >
Hi Charles,

The X-suspension sounds most interestin= g; especially the adjustable period (amazing)!    It "reads&= quot; to be ~ similar to the
crossed wire pendulum at this URL below; b= ut different; with the adjustable mass in between the plates, and, both pla= tes are
"X" suspended. 

http://www.phy.mtu.edu/~sui= ts/PH3110/pendulums.html

Take care, Meredith



On Fri, Sep 19, 2008 at 12:43 PM, Charles Patton <charles.r.patton= @........> wrote:
Meredith,
We're (Brett, Chris and I) putting the finishing touches on a white pap= er on pivots with spreadsheet calculations of actual locus points, errors, = etc. that shortly I'll put up on a web site.  It includes your piv= ot that I'm calling the X-roll.  It's problem is that it doesn= 't have an easy way of obtaining long periods except the use of  f= orce feedback at which point I would argue that the lever arm extension pro= bably doesn't add much.
 
=  I toss out an alternate idea.  The paper will include the equat= ions for something I'm calling the X-suspension that comes from work on= LIGO.  It's essentially two flat plates suspended with crossed wi= res and a mass attached to the lower plate and adjusted in height between t= he the plates. This can be set for any period.  It would have the prop= erty you mention, so a lever arm attached to the bottom plate and extended = away from the bottom would magnify the movement.  I haven't done i= t yet, but it seems to me that although for the LIGO work they used flat fl= exures with traditional clamps, the scheme is very amenable to use of rolls= and wire or bands for very low friction.  I think it could be accompl= ished with 3 bands minimum, but 4 equal width bands would make construction= easier and very high Q.

Regards,
Charles Patton



Subject: Re: Crossed wire mass pendulum signal extension/s From: ChrisAtUpw@....... Date: Sat, 20 Sep 2008 01:07:43 EDT In a message dated 2008/09/20, paleoartifact@......... writes: > The X-suspension sounds most interesting; especially the adjustable period Hi Meredith, You have two fairly wide plates with two wires from the top right to the bottom left corners and from the top left to the bottom right corners. The mass is on the end of a vertical stalk attached to the centre of the bottom plate and it lies between the two plates. You adjust the vertical position of the mass to vary the period. The mass moves laterally and rotates in the vertical plane. You might also consider monitoring the position of the bottom plate, rather than the mass itself. The damping could be positioned in a similar manner. Regards, Chris Chapman In a me= ssage dated 2008/09/20, paleoartifact@......... writes:

The X-suspension sounds most in= teresting; especially the adjustable period


Hi Meredith,

       You have two fairly wide plates with tw= o wires from the top right to the bottom left corners and from the top left=20= to the bottom right corners. The mass is on the end of a vertical stalk atta= ched to the centre of the bottom plate and it lies between the  two pla= tes. You adjust the vertical position of the mass to vary the period.
       The mass moves laterally and rotates in= the vertical plane. You might also consider monitoring the position of the=20= bottom plate, rather than the mass itself. The damping could be positioned i= n a similar manner.
      
       Regards,

       Chris Chapman
Subject: Re: Crossed wire mass pendulum signal extension/s From: tchannel1@............ Date: Sat, 20 Sep 2008 08:06:45 -0600 Hi Folks, This is one approach I have not tried. = http://www.phy.mtu.edu/~suits/PH3110/pendulums.html Has anyone built one, as a mock up to see the results? If someone would suggest some dimensions, I would like to try it, to see = how it would work and the period possible. Ted ----- Original Message -----=20 From: meredith lamb=20 To: psn-l@................. Sent: Friday, September 19, 2008 9:24 PM Subject: Re: Crossed wire mass pendulum signal extension/s Hi Charles, The X-suspension sounds most interesting; especially the adjustable = period (amazing)! It "reads" to be ~ similar to the=20 crossed wire pendulum at this URL below; but different; with the = adjustable mass in between the plates, and, both plates are "X" suspended. =20 http://www.phy.mtu.edu/~suits/PH3110/pendulums.html Take care, Meredith On Fri, Sep 19, 2008 at 12:43 PM, Charles Patton = wrote: Meredith, We're (Brett, Chris and I) putting the finishing touches on a white = paper on pivots with spreadsheet calculations of actual locus points, = errors, etc. that shortly I'll put up on a web site. It includes your = pivot that I'm calling the X-roll. It's problem is that it doesn't have = an easy way of obtaining long periods except the use of force feedback = at which point I would argue that the lever arm extension probably = doesn't add much. I toss out an alternate idea. The paper will include the equations = for something I'm calling the X-suspension that comes from work on LIGO. = It's essentially two flat plates suspended with crossed wires and a = mass attached to the lower plate and adjusted in height between the the = plates. This can be set for any period. It would have the property you = mention, so a lever arm attached to the bottom plate and extended away = from the bottom would magnify the movement. I haven't done it yet, but = it seems to me that although for the LIGO work they used flat flexures = with traditional clamps, the scheme is very amenable to use of rolls and = wire or bands for very low friction. I think it could be accomplished = with 3 bands minimum, but 4 equal width bands would make construction = easier and very high Q. Regards, Charles Patton
Hi Folks,  This is one approach I = have not=20 tried.  http://www.phy.mtu.edu/~suits/PH3110/pendulums.html
Has anyone built one, as a mock up to = see the=20 results?
If someone would suggest some = dimensions, I would=20 like to try it, to see how it would work and the period = possible.
Ted
----- Original Message -----
From:=20 meredith lamb
Sent: Friday, September 19, = 2008 9:24=20 PM
Subject: Re: Crossed wire mass = pendulum=20 signal extension/s

Hi Charles,

The X-suspension sounds most = interesting;=20 especially the adjustable period (amazing)!    It "reads" to = be ~=20 similar to the
crossed wire pendulum at this URL below; but = different;=20 with the adjustable mass in between the plates, and, both plates = are
"X"=20 suspended. 

http://www.phy.mtu.edu/~suits/PH3110/pendulums.html
Take=20 care, Meredith



On Fri, Sep 19, 2008 at 12:43 PM, Charles = Patton <charles.r.patton@........> wrote:
Meredith,
We're=20 (Brett, Chris and I) putting the finishing touches on a white paper = on=20 pivots with spreadsheet calculations of actual locus points, errors, = etc.=20 that shortly I'll put up on a web site.  It includes your pivot = that=20 I'm calling the X-roll.  It's problem is that it doesn't have = an easy=20 way of obtaining long periods except the use of  force feedback = at=20 which point I would argue that the lever arm extension probably = doesn't add=20 much.
 
 I=20 toss out an alternate idea.  The paper will include the = equations for=20 something I'm calling the X-suspension that comes from work on LIGO. =  It's essentially two flat plates suspended with crossed wires = and a=20 mass attached to the lower plate and adjusted in height between the = the=20 plates. This can be set for any period.  It would have the = property you=20 mention, so a lever arm attached to the bottom plate and extended = away from=20 the bottom would magnify the movement.  I haven't done it yet, = but it=20 seems to me that although for the LIGO work they used flat flexures = with=20 traditional clamps, the scheme is very amenable to use of rolls and = wire or=20 bands for very low friction.  I think it could be accomplished = with 3=20 bands minimum, but 4 equal width bands would make construction = easier and=20 very high Q.

Regards,
Charles Patton
=



Subject: Re: Crossed wire mass pendulum signal extension/s From: Brett Nordgren brett3nt@............. Date: Sat, 20 Sep 2008 10:34:06 -0400 Ted, One comment on that paper, not related to the design you were discussing: It also describes the 'Balance-like physical pendulum' and the 'Off-center or Nearly balanced physical pendulum'. Both these designs can have almost zero restoring force and hence very long periods. However they also have almost zero sensitivity to linear acceleration forces and are therefore pretty much useless for sensing ground motion. That limitation wasn't made very clear in the paper. Though I guess in that respect they do act a bit like using feedback, in that you trade reduced sensitivity for an extended lower corner frequency. However, they would exhibit none of the response-flattening that you would see when using feedback. Regards, Brett At 08:06 AM 9/20/2008 -0600, you wrote: >Hi Folks, This is one approach I have not >tried. >http://www.phy.mtu.edu/~suits/PH3110/pendulums.html >Has anyone built one, as a mock up to see the results? >If someone would suggest some dimensions, I would like to try it, to see >how it would work and the period possible. >Ted __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Crossed wire mass pendulum signal extension/s From: tchannel1@............ Date: Sat, 20 Sep 2008 10:12:20 -0600 Hi Brett, I did try simple mockups and tested both the "Balance-Like" and the "Nearly Balanced". Found both did work to produce long periods. I completed the "Nearly Balanced" complete with coil and magnet. After some testing I found it just did not respond to events as the Lehman or Vertical. Can't say it did not respond at all, but it failed for me, so I rebuilt the sensor into something else. Could you explain or give an example of linear acceleration forces? A Pendulum on a spring, can move up/down, left/right, front/back and twist. Let's say the pendulum is restrained, as in this device, so it can not move front to back. Would this device not swing left/right in the same manner as a pendulum on a spring, a clock pendulum? Thanks, Ted ----- Original Message ----- From: "Brett Nordgren" To: Sent: Saturday, September 20, 2008 8:34 AM Subject: Re: Crossed wire mass pendulum signal extension/s > Ted, > > One comment on that paper, not related to the design you were discussing: > It also describes the 'Balance-like physical pendulum' and the > 'Off-center or Nearly balanced physical pendulum'. Both these designs can > have almost zero restoring force and hence very long periods. However > they also have almost zero sensitivity to linear acceleration forces and > are therefore pretty much useless for sensing ground motion. That > limitation wasn't made very clear in the paper. > > Though I guess in that respect they do act a bit like using feedback, in > that you trade reduced sensitivity for an extended lower corner frequency. > However, they would exhibit none of the response-flattening that you would > see when using feedback. > > Regards, > > Brett > > > At 08:06 AM 9/20/2008 -0600, you wrote: >>Hi Folks, This is one approach I have not tried. >>http://www.phy.mtu.edu/~suits/PH3110/pendulums.html >>Has anyone built one, as a mock up to see the results? >>If someone would suggest some dimensions, I would like to try it, to see >>how it would work and the period possible. >>Ted > > > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with the body of the > message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: Crossed wire mass pendulum signal extension/s From: ChrisAtUpw@....... Date: Sat, 20 Sep 2008 14:16:54 EDT In a message dated 2008/09/20, tchannel1@............ writes: > Hi Folks, This is one approach I have not tried. > http://www.phy.mtu.edu/~suits/PH3110/pendulums.html > Has anyone built one, as a mock up to see the results? > If someone would suggest some dimensions, I would like to try it, to see how > it would work and the period possible. Hi Ted, I suggest that you forget these systems in general. The X suspension shown is quite bulky and the high swire stresses are likely to give problems. We were considering the LIGO variant where the mass is mounted on a stalk on top of the lower plate. By varying the mass height above the lower plate, you can vary the period. The whole setup can be quite compact. You can also use rolling wire or foil suspensions for easy construction and very low intrinsic noise. Regards, Chris Chapman In a message dated 2008/09/20, tcha= nnel1@............ writes:

Hi Folks,  This is one app= roach I have not tried.  http://www.phy.mtu.edu/~suits/PH3110/pendulums.html=
Has anyone built one, as a mock up to see the results?
If someone would suggest some dimensions, I would like to try it, to see ho= w it would work and the period possible.


Hi Ted,

       I suggest that you forget these systems= in general. The X suspension shown is quite bulky and the high swire stress= es are likely to give problems.

       We were considering the LIGO variant wh= ere the mass is mounted on a stalk on top of the lower plate. By varying the= mass height above the lower plate, you can vary the period. The whole setup= can be quite compact. You can also use rolling wire or foil suspensions for= easy construction and very low intrinsic noise.

       Regards,

       Chris Chapman
Subject: Re: Crossed wire mass pendulum signal extension/s From: "JAMES ALLEN" jcallen1@........... Date: Sat, 20 Sep 2008 14:50:52 -0700 The web site showing the various pendulum configurations is very = interesting. Has anyone experimented with or know of a seismometer = based on the Scott-Russel Linkage pendulum reflected in the web site = Chris referenced? James Allen ----- Original Message -----=20 From: ChrisAtUpw@.......... To: psn-l@................. Sent: Saturday, September 20, 2008 11:16 AM Subject: Re: Crossed wire mass pendulum signal extension/s In a message dated 2008/09/20, tchannel1@............ writes: Hi Folks, This is one approach I have not tried. = http://www.phy.mtu.edu/~suits/PH3110/pendulums.html Has anyone built one, as a mock up to see the results? If someone would suggest some dimensions, I would like to try it, to = see how it would work and the period possible. Hi Ted, I suggest that you forget these systems in general. The X = suspension shown is quite bulky and the high swire stresses are likely = to give problems. We were considering the LIGO variant where the mass is mounted = on a stalk on top of the lower plate. By varying the mass height above = the lower plate, you can vary the period. The whole setup can be quite = compact. You can also use rolling wire or foil suspensions for easy = construction and very low intrinsic noise. Regards, Chris Chapman
The web site showing the various = pendulum=20 configurations is very interesting.  Has anyone experimented with = or know=20 of a seismometer based on the Scott-Russel Linkage pendulum reflected in = the web=20 site Chris referenced?
James Allen
----- Original Message -----
From:=20 ChrisAtUpw@.......
Sent: Saturday, September 20, = 2008 11:16=20 AM
Subject: Re: Crossed wire mass = pendulum=20 signal extension/s

In a message dated 2008/09/20, tchannel1@............=20 writes:

Hi Folks,  This is one approach I have not = tried. =20
http://www.p= hy.mtu.edu/~suits/PH3110/pendulums.html
Has anyone built one, as a mock up to see the=20 results?
If someone would suggest some dimensions, I would = like to try=20 it, to see how it would work and the period = possible.


Hi=20 Ted,

       I suggest that you = forget=20 these systems in general. The X suspension shown is quite bulky and = the high=20 swire stresses are likely to give=20 problems.

       We were = considering the=20 LIGO variant where the mass is mounted on a stalk on top of the lower = plate.=20 By varying the mass height above the lower plate, you can vary the = period. The=20 whole setup can be quite compact. You can also use rolling wire or = foil=20 suspensions for easy construction and very low intrinsic=20 noise.

      =20 Regards,

       Chris = Chapman
=20
Subject: Re: Crossed wire mass pendulum signal extension/s From: ChrisAtUpw@....... Date: Sat, 20 Sep 2008 18:44:47 EDT In a message dated 2008/09/20, jcallen1@........... writes: > The web site showing the various pendulum configurations is very > interesting. Has anyone experimented with or know of a seismometer based on the > Scott-Russel Linkage pendulum reflected in the web site Chris referenced? > James Allen Hi James, I believe that welded silica glass systems were used for tilt measurement / measuring g in Germany back in the 1930s. I am not certain whether they were used as seismometers. Regards, Chris Chapman In a me= ssage dated 2008/09/20, jcallen1@........... writes:

The web site showing the variou= s pendulum configurations is very interesting.  Has anyone experimented= with or know of a seismometer based on the Scott-Russel Linkage pendulum re= flected in the web site Chris referenced?
James Allen


Hi James,

       I believe that welded silica glass syst= ems were used for tilt measurement / measuring g in Germany back in the 1930= s. I am not certain whether they were used as seismometers.

       Regards,

       Chris Chapman
Subject: Re: VRDT Experience From: Barry Lotz barry_lotz@............. Date: Sun, 21 Sep 2008 08:53:33 -0700 (PDT) Chris The output of the demodulator goes thru a single pole passive filter set at= 10hz and a 4X amp before going to the feedback coil. The velocity output g= oes thru a line driver and at the end of the cable at the AD board there is= a 6 pole lp filter set at 10 hz. I looked back at STM's circuit and I beli= eve he has a three pole passive filter before the feedback. If I understand= you correctly, if I have a 6500 hz excitation signal then the low pass aft= er the demodulator shood be ~650 hz and the final signal should be filtered= to ~6.5 hz?=A0On an important note. I have to go back to my electronic not= es, but with respect to phase, would there=A0be a phase shift of 60 degrees= at the output of=A0my passive filter? Is STM using 3 in a row to get a 180= degree shift and then switching the polarity of the feedback coil? The pha= se shift oscillator uses this principle to generate the oscillation. Regards Barry =A0=A0 --- On Fri, 9/19/08, ChrisAtUpw@....... wrote: From: ChrisAtUpw@....... Subject: Re: VRDT Experience To: psn-l@.............. Date: Friday, September 19, 2008, 4:42 PM In a message dated 2008/09/19, barry_lotz@............. writes: I have been running three sensors with the smt8 type triple feedback. The ~= 30" vertical with woofer coil and LVDT seems to work very well. I oscillate= the LVDT with a 6500hz phase shift oscillator. I have a 10 Hz single pole = passive low pass filter after the maxim dg419 demodulator.=20 Hi Barry, =A0=A0=A0=A0=A0=A0 Am I correct in assuming that your feedback is derived f= rom the 10 Hz limited signal? The output of the demodulator needs to be lim= ited to about 1/10 the drive oscillator frequency. This smooths the respons= e and it needs to be about 10x the final maximum response frequency. =A0=A0=A0=A0=A0=A0 What low pass filter are you using on the final output? I then run it thru a gain of 5 and into the triple feedback. The ~12" leaf = spring=20 vertical uses the same 6500 hz oscillator with a VRDT and STM home built=A0= feedback coil. I have been getting a large very low frequency oscillation = around 0.005 Hz. Looking at the winquake helicorder it doesn't last all day= (maybe 2-10 hours at a time) . I have been trying to see if it's environme= ntal but it doesn't appear to occur at the same time periods each day.Could= this oscillation have anything to do with the feedback?=20 =A0=A0=A0 The only circuit element which has a Tc about this is likely to b= e the integrator. For others using the VRDT is degaussing the center element very important a= nd=20 does this have to be done more than once?=20 =A0=A0=A0=A0=A0=A0 There may be a small remanent magnetism in the Silicon I= ron often used in transformer laminations. To get a really stable output le= vel, the lamination should preferably be demagnetised. This only normally n= eeds to be done once - unless the lamination comes in contact with a fairly= strong magnetic field / a permanent magnet / a DC voltage applied across t= he sensor coil windings. =A0=A0=A0=A0=A0=A0 Regards, =A0=A0=A0=A0=A0=A0 Chris Chapman
Chris
The output of the demodulator goes thru a single pole passive filter set at 10hz and a 4X amp before going to the feedback coil. The velocity output goes thru a line driver and at the end of the cable at the AD board there is a 6 pole lp filter set at 10 hz. I looked back at STM's circuit and I believe he has a three pole passive filter before the feedback. If I understand you correctly, if I have a 6500 hz excitation signal then the low pass after the demodulator shood be ~650 hz and the final signal should be filtered to ~6.5 hz? On an important note. I have to go back to my electronic notes, but with respect to phase, would there be a phase shift of 60 degrees at the output of my passive filter? Is STM using 3 in a row to get a 180 degree shift and then switching the polarity of the feedback coil? The phase shift oscillator uses this principle to generate the oscillation.
Regards
Barry
  

--- On Fri, 9/19/08, ChrisAtUpw@....... <ChrisAtUpw@.......> wrote:
From: ChrisAtUpw@....... <ChrisAtUpw@.......>
Subject: Re: VRDT Experience
To: psn-l@..............
Date: Friday, September 19, 2008, 4:42 PM

In a message dated 2008/09/19, barry_lotz@............. writes:

I have been running three sensors with the smt8 type triple feedback. The ~30" vertical with woofer coil and LVDT seems to work very well. I oscillate the LVDT with a 6500hz phase shift oscillator. I have a 10 Hz single pole passive low pass filter after the maxim dg419 demodulator.


Hi Barry,

       Am I correct in assuming that your feedback is derived from the 10 Hz limited signal? The output of the demodulator needs to be limited to about 1/10 the drive oscillator frequency. This smooths the response and it needs to be about 10x the final maximum response frequency.

       What low pass filter are you using on the final output?

I then run it thru a gain of 5 and into the triple feedback. The ~12" leaf spring

vertical uses the same 6500 hz oscillator with a VRDT and STM home built  feedback coil. I have been getting a large very low frequency oscillation around 0.005 Hz. Looking at the winquake helicorder it doesn't last all day (maybe 2-10 hours at a time) . I have been trying to see if it's environmental but it doesn't appear to occur at the same time periods each day.Could this oscillation have anything to do with the feedback?


    The only circuit element which has a Tc about this is likely to be the integrator.

For others using the VRDT is degaussing the center element very important and

does this have to be done more than once?


       There may be a small remanent magnetism in the Silicon Iron often used in transformer laminations. To get a really stable output level, the lamination should preferably be demagnetised. This only normally needs to be done once - unless the lamination comes in contact with a fairly strong magnetic field / a permanent magnet / a DC voltage applied across the sensor coil windings.

       Regards,

       Chris Chapman
Subject: Re: Crossed wire mass pendulum signal extension/s From: "meredith lamb" paleoartifact@......... Date: Sun, 21 Sep 2008 18:05:08 -0600 Hi Chris, Below Chris you mention below how "the whole setup can be quite compact". If a "SNEAK PEEK" (of info) is allowed :) How small or compact could the variant LIGO "X" plates size and/or rolling wire pivots separation be? :) ....the natives are growing restless.... Take care, Meredith On Sat, Sep 20, 2008 at 12:16 PM, wrote: > We were considering the LIGO variant where the mass is mounted on a > stalk on top of the lower plate. By varying the mass height above the lower > plate, you can vary the period. The whole setup can be quite compact. You > can also use rolling wire or foil suspensions for easy construction and very > low intrinsic noise. > > Regards, > > Chris Chapman
Hi Chris,
 
Below Chris you mention below how "the whole setup can be quite compact".   If a "SNEAK PEEK" (of info) is allowed :)  How small or
compact could the variant LIGO "X" plates size and/or rolling wire pivots separation be?   :)           ....the natives are growing restless....
 
Take care, Meredith
 
On Sat, Sep 20, 2008 at 12:16 PM, <ChrisAtUpw@.......> wrote:

 
       We were considering the LIGO variant where the mass is mounted on a stalk on top of the lower plate. By varying the mass height above the lower plate, you can vary the period. The whole setup can be quite compact. You can also use rolling wire or foil suspensions for easy construction and very low intrinsic noise.

       Regards,

       Chris Chapman

Subject: calibration of lehmans/AS-1 From: Thomas Dick dickthomas01@............. Date: Sat, 27 Sep 2008 16:04:52 -0500 I have put two kits together(one turned out to be a square wave generator) and still don't have a sine wave generator that runs at 1 Hz. Anybody got a suggestion where I can get one? __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: calibration of lehmans/AS-1 From: rg richg_1998@......... Date: Sat, 27 Sep 2008 14:35:46 -0700 (PDT) ToneJack RS-11 audio generator. Sine and square wave. I bought one some years ago. Nice little device. http://search.yahoo.com/search;_ylt=A0geu6Bupt5IqusAMvJXNyoA?p=tonejack+audio+generator&y=Search&fr=yfp-t-501&ei=UTF-8 Rich __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: calibration of lehmans/AS-1 From: "Dale Hardy" photon1@........... Date: Sun, 28 Sep 2008 11:20:59 +1000 Why not "Spectrum Lab" does the generation 0.1Hz upwards and waveform analysis [free] http://freenet-homepage.de/dl4yhf/spectra1.html Dale ----- Original Message ----- From: "Thomas Dick" To: Sent: Sunday, September 28, 2008 7:04 AM Subject: calibration of lehmans/AS-1 >I have put two kits together(one turned out to be a square wave > generator) and still don't have a sine wave generator that runs at 1 Hz. > Anybody got a suggestion where I can get one? > __________________________________________________________ > > Public Seismic Network Mailing List (PSN-L) > > To leave this list email PSN-L-REQUEST@.............. with > the body of the message (first line only): unsubscribe > See http://www.seismicnet.com/maillist.html for more information. -------------------------------------------------------------------------------- No virus found in this incoming message. Checked by AVG - http://www.avg.com Version: 8.0.169 / Virus Database: 270.7.4/1695 - Release Date: 9/27/2008 1:11 PM __________________________________________________________ Public Seismic Network Mailing List (PSN-L)