Subject: RE: New Lehman on line (almost) From: steve hammond shammon1@............. Date: Sun, 29 Sep 2002 22:21:09 -0700 Looks interesting Jan, nice work. I think it may be under dampened. The standard rule is to pull the boom back a few inches and let it go. The boom should loose 30% of its motion on each swing past center and come to rest in 3 1/2 swings. My standard non dampened period is 12 - 14 seconds with a 40-cm boom and 18 - 20 seconds when dampened. I have pasted some table data below that will help you determine the angle (drop) on your boom and the natural non dampened period. In my system, I also use a 5 lb. mass however, I needed two of the same magnets you are using to get mine to come to rest. They are set in an opposing field design. A 1/4-inch copper plate is attached to the boom and passes between them. I also have another thought and it is about wind currents in the room. What kind of cover are you using? I don't see one in the photo and wanted to be sure you understand, you need to put this unit in an air tight box. As for noise each site is different. Take a look at Larry's site in Redwood City and look at some of the other Lehman style systems. For example, mine in Aptos, CA are AT1 and AT2. I live near a busy road and have to deal with very high noise. Regards, Steve Hammond PSN San Jose - Aptos, CA Boom length in CM. Natural period @ .05 degree Natural Period @ .1 degree Natural Period @ .25 degree Natural Period @ .5 degree Natural Period @ .75 degree Natural Period @ 1 degree Natural Period @ 2 degree 100 67.943 48.043 30.385 21.486 17.543 15.193 10.744 99 67.602 47.802 30.233 21.378 17.455 15.117 10.690 98 67.260 47.560 30.080 21.270 17.367 15.040 10.636 97 66.916 47.317 29.926 21.161 17.278 14.963 10.581 96 66.570 47.072 29.771 21.051 17.189 14.886 10.527 95 66.222 46.826 29.616 20.941 17.099 14.808 10.472 94 65.873 46.579 29.459 20.831 17.009 14.730 10.416 93 65.522 46.331 29.302 20.720 16.918 14.651 10.361 92 65.168 46.081 29.144 20.608 16.827 14.572 10.305 91 64.813 45.830 28.985 20.496 16.735 14.493 10.249 90 64.456 45.577 28.826 20.383 16.643 14.413 10.192 89 64.097 45.323 28.665 20.269 16.550 14.333 10.136 88 63.736 45.068 28.504 20.155 16.457 14.252 10.079 87 63.373 44.811 28.341 20.040 16.363 14.171 10.021 86 63.008 44.553 28.178 19.925 16.269 14.089 9.963 85 62.640 44.293 28.014 19.809 16.174 14.007 9.905 84 62.271 44.032 27.848 19.692 16.078 13.924 9.847 83 61.899 43.769 27.682 19.574 15.982 13.841 9.788 82 61.525 43.505 27.515 19.456 15.886 13.758 9.729 81 61.148 43.239 27.346 19.337 15.789 13.674 9.669 80 60.770 42.971 27.177 19.217 15.691 13.589 9.610 79 60.389 42.701 27.007 19.097 15.593 13.504 9.549 78 60.005 42.430 26.835 18.975 15.494 13.418 9.489 77 59.620 42.157 26.663 18.853 15.394 13.332 9.428 76 59.231 41.883 26.489 18.731 15.294 13.245 9.366 75 58.840 41.606 26.314 18.607 15.193 13.157 9.304 74 58.447 41.328 26.138 18.483 15.091 13.069 9.242 73 58.050 41.048 25.961 18.357 14.989 12.981 9.179 72 57.651 40.766 25.783 18.231 14.886 12.892 9.116 71 57.250 40.482 25.603 18.104 14.782 12.802 9.053 70 56.845 40.195 25.422 17.976 14.678 12.711 8.989 69 56.437 39.907 25.240 17.847 14.572 12.620 8.924 68 56.027 39.617 25.056 17.717 14.466 12.528 8.860 67 55.614 39.325 24.871 17.587 14.360 12.436 8.794 66 55.197 39.030 24.685 17.455 14.252 12.343 8.728 65 54.777 38.733 24.497 17.322 14.144 12.249 8.662 64 54.354 38.434 24.308 17.188 14.034 12.154 8.595 63 53.928 38.133 24.117 17.054 13.924 12.059 8.528 62 53.498 37.829 23.925 16.918 13.813 11.963 8.460 61 53.065 37.523 23.731 16.781 13.702 11.866 8.391 60 52.628 37.214 23.536 16.643 13.589 11.768 8.322 59 52.188 36.902 23.339 16.503 13.475 11.670 8.252 58 51.744 36.588 23.141 16.363 13.360 11.571 8.182 57 51.296 36.272 22.940 16.221 13.245 11.470 8.111 56 50.844 35.952 22.738 16.078 13.128 11.369 8.040 55 50.388 35.629 22.534 15.934 13.010 11.267 7.968 54 49.928 35.304 22.328 15.789 12.891 11.164 7.895 53 49.463 34.976 22.121 15.642 12.771 11.061 7.822 52 48.994 34.644 21.911 15.493 12.650 10.956 7.747 51 48.521 34.309 21.699 15.344 12.528 10.850 7.673 50 48.043 33.971 21.485 15.193 12.405 10.743 7.597 49 47.560 33.630 21.269 15.040 12.280 10.635 7.521 48 47.072 33.285 21.051 14.886 12.154 10.526 7.444 47 46.579 32.936 20.831 14.730 12.027 10.416 7.366 46 46.081 32.584 20.608 14.572 11.898 10.304 7.287 45 45.577 32.228 20.383 14.413 11.768 10.192 7.207 44 45.068 31.868 20.155 14.252 11.637 10.078 7.127 43 44.553 31.504 19.925 14.089 11.504 9.963 7.045 42 44.032 31.135 19.692 13.924 11.369 9.846 6.963 41 43.505 30.762 19.456 13.757 11.233 9.728 6.879 40 42.971 30.385 19.217 13.589 11.095 9.609 6.795 39 42.430 30.003 18.975 13.418 10.956 9.488 6.709 38 41.883 29.616 18.731 13.245 10.814 9.366 6.623 37 41.328 29.223 18.482 13.069 10.671 9.241 6.535 36 40.766 28.826 18.231 12.891 10.526 9.116 6.446 35 40.195 28.423 17.976 12.711 10.379 8.988 6.356 34 39.617 28.014 17.717 12.528 10.229 8.859 6.265 33 39.030 27.598 17.455 12.342 10.078 8.728 6.172 32 38.434 27.177 17.188 12.154 9.924 8.594 6.078 31 37.829 26.749 16.918 11.963 9.768 8.459 5.982 30 37.214 26.314 16.643 11.768 9.609 8.321 5.885 29 36.588 25.872 16.363 11.570 9.447 8.182 5.786 28 35.952 25.422 16.078 11.369 9.283 8.039 5.685 27 35.304 24.964 15.788 11.164 9.116 7.894 5.583 26 34.644 24.497 15.493 10.956 8.945 7.747 5.478 25 33.971 24.021 15.192 10.743 8.771 7.596 5.372 24 33.285 23.536 14.886 10.526 8.594 7.443 5.263 23 32.584 23.041 14.572 10.304 8.413 7.286 5.153 22 31.868 22.534 14.252 10.078 8.228 7.126 5.039 21 31.135 22.016 13.924 9.846 8.039 6.962 4.923 20 30.385 21.485 13.589 9.609 7.845 6.794 4.805 19 29.616 20.941 13.245 9.365 7.647 6.622 4.683 18 28.826 20.383 12.891 9.116 7.443 6.446 4.558 17 28.014 19.809 12.528 8.859 7.233 6.264 4.430 16 27.177 19.217 12.154 8.594 7.017 6.077 4.298 15 26.314 18.607 11.768 8.321 6.794 5.884 4.161 14 25.422 17.976 11.369 8.039 6.564 5.685 4.020 13 24.497 17.322 10.955 7.747 6.325 5.478 3.874 12 23.536 16.643 10.526 7.443 6.077 5.263 3.722 11 22.534 15.934 10.078 7.126 5.818 5.039 3.563 10 21.485 15.192 9.609 6.794 5.548 4.804 3.397 -----Original Message----- From: Jan D. Marshall [SMTP:jandmarshall@............. Sent: Sunday, September 29, 2002 2:52 PM To: psn-l@.............. Subject: RE: New Lehman on line (almost) see my comments beside your questions below -- Jan M Jan Marshall jandmarshall@............ www.cableone.net/jandmarshall Nampa, ID -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@................. Behalf Of ChrisAtUpw@....... Sent: Sunday, September 29, 2002 3:24 PM To: psn-l@.............. Subject: Re: New Lehman on line (almost) In a message dated 29/09/02, jandmarshall@............ writes: Please visit my web site www.cableone.net/jandmarshall and choose the Seismic Page to view my project. Problems I note right off 1 - I have a 4-5 hz oscillation in the pendulum. 2 - I seem to have a lot of environmental noise -- I can not correlate it with actions in the house 3 - Am I damped enough? Hi Jan, The photos are a great help. What is the weight of the seismic mass on the end of the arm? right at 5 pounds What undamped oscillation period are you getting? about 12 - 14 sec Only you can check the damping. Deflect the beam a very small amount, maybe by putting a screwdriver etc near it, let it go and observe it. The pendulum should swing back to the zero position, but it should not go beyond zero and come back, or show any actual oscillations. OK -- I am not damped enough -- It oscillates about 4-5 times The bearings, general construction etc look fine. Check for electrical activity in the house / movement of magnetic materials, even cars / trains outside etc to search for the environmental noise. Does the seis react when the fridge / cooker / central heating switches on / off? It is more usual to put both magnets on the baseplate and the coil and damping plate on the arm. With unscreened magnets on the arm, it can and will pick up any small changes in the local environmental magnetic field. I will consider this From the photos, I can't see where the pick up coil is in relation to it's magnet. The centre line of the coil should be roughly on the end face of the magnet with your setup. See the 6th picture down -- The 5 Hz could be due to the whole arm system nodding up and down or side to side. Try tapping the end post with your finger and see if you get this sort of frequency response. With your coil system as shown, you will likely pick up both vertical and horizontal movements of the arm. I lowered the right end a tiny bit -- the LF oscillations appear to have stopped What amplifier / filter / A/D system are you using? What is the cut-off frequency of the filter? I am using Larry Cochran's Serial A/D board and his Filter/Amp both stock as I received them -- I am using his coil also Regards, Chris Chapman << File: ATT00003.html >> __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: VP oncore boards From: Stephen & Kathy skmort@.......... Date: Mon, 30 Sep 2002 14:20:58 -0700 FYI,, Synergy Systems has a surplus of Motorola 6 ch and 8 ch VP Oncore GPS OEM boards, similar to the GT+ boards some PSNers bought a while back. Their web site is: http://www.synergy-gps.com/ They can be found under Excess Inventory Sale which is a PDF file. They are $25 to $36 The 8 ch units are used. I ordered 2 and because I am planning to play with DGPS and post processing I had them add the $15 carrier phase firmware to each, which puts a Z in the part number. The list shows about 900 of the 8 ch units (with 2 different plug types) as of Aug 12 2002. Stephen PSN Station #55 38.828N 120.979W __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: New Lehman on line (almost) From: ChrisAtUpw@....... Date: Mon, 30 Sep 2002 20:13:28 EDT In a message dated 30/09/02, shammon1@............. writes: > The standard rule is to pull the boom back a few inches and let it go. The > boom > should loose 30% of its motion on each swing past center and come to rest > in 3 1/2 swings. Hi Steve, I am puzzled as to where this *standard rule* is supposed to come from? But using it will give you a quite seriously underdamped system! A critically damped system experiences no oscillation at all. This is inherent in the maths. This is important if you apply post processing to the recorded signal with the assumption that it was critically damped to start with. It will also give problems with the amplitudes and frequencies calculated in FFT displays and may 'smear' P and S wave recordings. A procedure to get critical damping could involve deflecting the beam a very small amount (microns) and recording the amplifier output. You progressively increase the damping until the arm just returns to the balance position without having crossed the zero line. If you increase the damping further, the arm will simply take longer to get back to zero. If you use huge deflections like a few inches, you are likely to encounter non linear effects which do not apply to the tiny (hopefully!) signals that we normally record. It is helpful if the recording displays just what the earth is doing. It is really not helpful if the system adds an oscillating tail to every transient. Regards, Chris Chapman In a message dated 30/09/02, shammon1@............. writes:

The standard rule is to pull the boom back a few inches and let it go. The boom
should loose 30% of its motion on each swing past center and come to rest
in 3 1/2 swings.


Hi Steve,

      I am puzzled as to where this *standard rule* is supposed to come from? But using it will give you a quite seriously underdamped system! A critically damped system experiences no oscillation at all. This is inherent in the maths.
      This is important if you apply post processing to the recorded signal with the assumption that it was critically damped to start with. It will also give problems with the amplitudes and frequencies calculated in FFT displays and may 'smear' P and S wave recordings.
      A procedure to get critical damping could involve deflecting the beam a very small amount (microns) and recording the amplifier output. You progressively increase the damping until the arm just returns to the balance position without having crossed the zero line. If you increase the damping further, the arm will simply take longer to get back to zero. If you use huge deflections like a few inches, you are likely to encounter non linear effects which do not apply to the tiny (hopefully!) signals that we normally record.  
      It is helpful if the recording displays just what the earth is doing. It is really not helpful if the system adds an oscillating tail to every transient.

      Regards,

      Chris Chapman
Subject: RE: New Lehman on line (almost) From: "Bob Hancock" robert.hancock@........... Date: Mon, 30 Sep 2002 20:30:49 -0400 Jan – About your seismic background noise – I have no background in electronics so I cannot comment on that. However if you will check out the Lamont-Daugherty Cooperative Seismic Network (just north of New York city) at the following site: http://www.ldeo.columbia.edu/cgi-bin/LCSN/WebSeis/24hr_heli.pl You will see the background noise has been quite high for over 24 hours…….. If you will then go the following three sites in Tucson, Arizona, you will see similar broadband noise. http://saso.geo.arizona.edu/saso/Earthquakes/Current/tuc_sp.html http://saso.geo.arizona.edu/saso/Earthquakes/Current/tuc_lp.html http://saso.geo.arizona.edu/saso/Earthquakes/Current/tuc_nf.html Some of the displays look very close to your type of activity. I have a broadband sensor and have filtered most of it out as I view the screen, but it still comes through. I am not certain what the cause is, but we appear to be in a period of increased seismic background noise. This appears to have significantly increased around 0900 – 1000 UTC September 29, here in the northeast, and now appears to be relaxing a little. I am aware of a storm near Jamaica, but there are probably others around that are also influencing what we are seeing. Good Luck with your venture. Bob Hancock -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@................. Behalf Of Jan D. Marshall Sent: Sunday, September 29, 2002 12:18 PM To: Sesmic List Server Subject: New Lehman on line (almost)

Jan = –

 

About your seismic background noise – I have no background in electronics so I cannot = comment on that.  However if you will = check out the Lamont-Daugherty Cooperative Seismic Network (just north of New = York city) at the following site:

 

        = ;    h= ttp://www.ldeo.columbia.edu/cgi-bin/LCSN/WebSeis/24hr_heli.pl

 

You = will see the background noise has been quite high for over 24 = hours……..

 

If = you will then go the following three sites in Tucson, Arizona, you will see = similar broadband noise.

 

        = ;    http://saso.geo.arizona.edu/saso/Earthquakes/Current/tuc_sp.html

 

        = ;    http://saso.geo.arizona.edu/saso/Earthquakes/Current/tuc_lp.html

 

        = ;    http://saso.geo.arizona.edu/saso/Earthquakes/Current/tuc_nf.html

 

Some of the displays look very close to your type of activity.  I have a broadband sensor and have filtered most of = it out as I view the screen, but it still comes through.  I am not certain what the cause is, but we appear to = be in a period of increased seismic background noise.  This appears to have significantly increased around = 0900 – 1000 UTC September 29, here in the northeast, and now appears to be = relaxing a little.  I am aware of a = storm near Jamaica, but there are probably others around that are also influencing = what we are seeing.

 

Good Luck with your venture.

 

Bob = Hancock

 

 <= /p>

  = -----Original Message-----
From: = psn-l-request@.............. [mailto:psn-l-request@...............On Behalf Of Jan D. Marshall
Sent: Sunday, September = 29, 2002 12:18 PM
To: Sesmic List = Server
Subject: New Lehman on = line (almost)

 <= /p>

Subject: Re: New Lehman on line (almost) From: ACole65464@....... Date: Mon, 30 Sep 2002 22:04:30 EDT In a message dated 10/01/2002 12:14:06 AM !!!First Boot!!!, ChrisAtUpw@....... writes: > In a message dated 30/09/02, shammon1@............. writes: > > >> The standard rule is to pull the boom back a few inches and let it go. >> The boom >> should loose 30% of its motion on each swing past center and come to rest >> in 3 1/2 swings. > > Hi Steve, > > I am puzzled as to where this *standard rule* is supposed to come > from? But using it will give you a quite seriously underdamped system! A > critically damped system experiences no oscillation at all. This is > inherent in the maths. > This is important if you apply post processing to the recorded signal > with the assumption that it was critically damped to start with. It will > also give problems with the amplitudes and frequencies calculated in FFT > displays and may 'smear' P and S wave recordings. > A procedure to get critical damping could involve deflecting the beam > a very small amount (microns) and recording the amplifier output. You > progressively increase the damping until the arm just returns to the > balance position without having crossed the zero line. If you increase the > damping further, the arm will simply take longer to get back to zero. If > you use huge deflections like a few inches, you are likely to encounter non > linear effects which do not apply to the tiny (hopefully!) signals that we > normally record. > It is helpful if the recording displays just what the earth is doing. > It is really not helpful if the system adds an oscillating tail to every > transient. > > Regards, > > Chris Chapman Steve, In support of what Chris has stated, please go to: http://www.seismo.com/msop/msop79/inst/inst4.html#aa250 Go to section 4.5 for a text description, and then click on figure 4.5.1a to see how pendulums are supposed to be damped. About Critical is the response you should obtain. I hope this helps a little, the diagrams may not make much sense at first but it shows how professional instruments (electromagnetic, aka Lehman designs) are adjusted. Regards, Allan Coleman In a message dated 10/01/2002 12:14:06 AM !!!First Boot!!!, ChrisAtUpw@....... writes:


In a message dated 30/09/02, shammon1@............. writes:

The standard rule is to pull the boom back a few inches and let it go. The boom
should loose 30% of its motion on each swing past center and come to rest
in 3 1/2 swings.


Hi Steve,

      I am puzzled as to where this *standard rule* is supposed to come from? But using it will give you a quite seriously underdamped system! A critically damped system experiences no oscillation at all. This is inherent in the maths.
      This is important if you apply post processing to the recorded signal with the assumption that it was critically damped to start with. It will also give problems with the amplitudes and frequencies calculated in FFT displays and may 'smear' P and S wave recordings.
      A procedure to get critical damping could involve deflecting the beam a very small amount (microns) and recording the amplifier output. You progressively increase the damping until the arm just returns to the balance position without having crossed the zero line. If you increase the damping further, the arm will simply take longer to get back to zero. If you use huge deflections like a few inches, you are likely to encounter non linear effects which do not apply to the tiny (hopefully!) signals that we normally record.  
      It is helpful if the recording displays just what the earth is doing. It is really not helpful if the system adds an oscillating tail to every transient.

      Regards,

      Chris Chapman


Steve,

In support of what Chris has stated, please go to:  http://www.seismo.com/msop/msop79/inst/inst4.html#aa250  Go to section 4.5 for a text description, and then click on figure 4.5.1a to see how pendulums are supposed to be damped. About Critical is the response you should obtain. I hope this helps a little, the diagrams may not make much sense at first but it shows how professional instruments (electromagnetic, aka Lehman designs) are adjusted.

Regards,

Allan Coleman
Subject: Re: VP oncore boards From: Richard Gagnon richg_1998@......... Date: Mon, 30 Sep 2002 19:45:52 -0700 (PDT) Here is a URL to BG Micro. They have Motorola Oncore GT GPS 8 ch receivers for 14.95. I am planning on buying one as a spare. They are new according to the info. I have no connection with the company. I just buy from them occasionally. http://www.bgmicro.com/pdf/page1.pdf Richard --- Stephen & Kathy wrote: > FYI,, Synergy Systems has a surplus of Motorola 6 ch and 8 ch VP Oncore > GPS > OEM boards, similar to the GT+ boards some PSNers bought a while back. > Their web site is: > > http://www.synergy-gps.com/ > > They can be found under Excess Inventory Sale which is a PDF file. > > They are $25 to $36 The 8 ch units are used. I ordered 2 and because I > am > planning to play with DGPS and post processing I had them add the $15 carrier > phase firmware to each, which puts a Z in the part number. > > The list shows about 900 of the 8 ch units (with 2 different plug types) as > of > Aug 12 2002. > > Stephen > PSN Station #55 > 38.828N 120.979W > __________________________________________________________ > > 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. __________________________________________________ Do you Yahoo!? New DSL Internet Access from SBC & Yahoo! http://sbc.yahoo.com __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: New Lehman on line (almost) From: John & Jan Lahr johnjan@........ Date: Tue, 01 Oct 2002 00:54:14 -0600 Actually, the USGS short period 1Hz systems are adjusted for a bit less than
critical damping.  0.8 is, I believe, the damping factor.  Damping issues are discussed
in this message from Sean Morrissey.  I suppose one advantage to slight underdamping
in an amateur system would be to avoid overdamping.  It may be easier to see a small
overshot and return to zero, whereas both critically damped and overdamped
systems will both return to zero without crossing zero eventually.

One can see a graph of the displacement from a damped harmonic oscillator
on this page:
http://lectureonline.cl.msu.edu/~mmp/applist/damped/d.htm

The equations to keep in mind are:

Omega (2 pi frequency) =  [sqrt(4mk  - b**2)]/2m

The damping factor is b/ [2 sqrt(mk)]

If the damping factor is zero (b = 0) then omega = sqrt(k/m)

If the damping factor is 1 (b = 2 sqrt(mk) ) damping is critical and
a displacement will return to zero exponentially.

If the damping factor is greater than 1, displacement will return
to zero at a slower exponential rate.

To see what a damping factor is 0.8 would look like, in the
applet above set m = k = 1 and b = 1.6.  There is a small overshoot
and then a return to zero.

Cheers,
John



At 08:13 PM 9/30/2002 -0400, you wrote:
In a message dated 30/09/02, shammon1@............. writes:

The standard rule is to pull the boom back a few inches and let it go. The boom
should loose 30% of its motion on each swing past center and come to rest
in 3 1/2 swings.


Hi Steve,

      I am puzzled as to where this *standard rule* is supposed to come from? But using it will give you a quite seriously underdamped system! A critically damped system experiences no oscillation at all. This is inherent in the maths.
      This is important if you apply post processing to the recorded signal with the assumption that it was critically damped to start with. It will also give problems with the amplitudes and frequencies calculated in FFT displays and may 'smear' P and S wave recordings.
      A procedure to get critical damping could involve deflecting the beam a very small amount (microns) and recording the amplifier output. You progressively increase the damping until the arm just returns to the balance position without having crossed the zero line. If you increase the damping further, the arm will simply take longer to get back to zero. If you use huge deflections like a few inches, you are likely to encounter non linear effects which do not apply to the tiny (hopefully!) signals that we normally record.  
      It is helpful if the recording displays just what the earth is doing. It is really not helpful if the system adds an oscillating tail to every transient.

      Regards,

      Chris Chapman
Subject: RE: New Lehman on line (almost) From: Jack Ivey ivey@.......... Date: Tue, 1 Oct 2002 08:08:44 -0400 In defense of the underdamped proposition, a slight amount of underdamping (that produces a second peak about, say, 10% the size of the first peak) will produce only a mild peak in the frequency response, and in fact will extend the low frequency response of the system slightly. The main advantage of this arrangement is that it is very easy to tell exactly how much damping you have. If you adjust for critical or overdamped, you can only guess, and lots of people will end up with a massively overdamped system, reducing their low frequency response unnecessarily. It is important to use realistic deflections when measuring damping, I have found that if you use large (1/8") deflections, you sometimes get very different (greater) damping than you do with micrometer deflections. Bob Barns' calibrator (see PSN site) is an excellent way to produce these small test signals. Jack -----Original Message----- From: ACole65464@....... [mailto:ACole65464@........ Sent: Monday, September 30, 2002 10:05 PM To: psn-l@.............. Subject: Re: New Lehman on line (almost) In a message dated 10/01/2002 12:14:06 AM !!!First Boot!!!, ChrisAtUpw@....... writes: In a message dated 30/09/02, shammon1@............. writes: The standard rule is to pull the boom back a few inches and let it go. The boom should loose 30% of its motion on each swing past center and come to rest in 3 1/2 swings. Hi Steve, I am puzzled as to where this *standard rule* is supposed to come from? But using it will give you a quite seriously underdamped system! A critically damped system experiences no oscillation at all. This is inherent in the maths. This is important if you apply post processing to the recorded signal with the assumption that it was critically damped to start with. It will also give problems with the amplitudes and frequencies calculated in FFT displays and may 'smear' P and S wave recordings. A procedure to get critical damping could involve deflecting the beam a very small amount (microns) and recording the amplifier output. You progressively increase the damping until the arm just returns to the balance position without having crossed the zero line. If you increase the damping further, the arm will simply take longer to get back to zero. If you use huge deflections like a few inches, you are likely to encounter non linear effects which do not apply to the tiny (hopefully!) signals that we normally record. It is helpful if the recording displays just what the earth is doing. It is really not helpful if the system adds an oscillating tail to every transient. Regards, Chris Chapman Steve, In support of what Chris has stated, please go to: http://www.seismo.com/msop/msop79/inst/inst4.html#aa250 Go to section 4.5 for a text description, and then click on figure 4.5.1a to see how pendulums are supposed to be damped. About Critical is the response you should obtain. I hope this helps a little, the diagrams may not make much sense at first but it shows how professional instruments (electromagnetic, aka Lehman designs) are adjusted. Regards, Allan Coleman
In defense of the underdamped proposition, a slight amount of underdamping
(that produces a second peak about, say, 10% the size of the first peak) will
produce only a mild peak in the frequency response, and in fact will extend the
low frequency response of the system slightly.  The main advantage of this
arrangement is that it is very easy to tell exactly how much damping you have. 
If you adjust for critical or overdamped, you can only guess, and lots of people
will end up with a massively overdamped system, reducing their low frequency
response unnecessarily.
 
It is important to use realistic deflections when measuring damping, I have found
that if you use large (1/8") deflections, you sometimes get very different (greater)
damping than you do with micrometer deflections.  Bob Barns' calibrator (see
PSN site) is an excellent way to produce these small test signals.
 
Jack
-----Original Message-----
From: ACole65464@....... [mailto:ACole65464@........
Sent: Monday, September 30, 2002 10:05 PM
To: psn-l@..............
Subject: Re: New Lehman on line (almost)

In a message dated 10/01/2002 12:14:06 AM !!!First Boot!!!, ChrisAtUpw@....... writes:


In a message dated 30/09/02, shammon1@............. writes:

The standard rule is to pull the boom back a few inches and let it go. The boom
should loose 30% of its motion on each swing past center and come to rest
in 3 1/2 swings.


Hi Steve,

      I am puzzled as to where this *standard rule* is supposed to come from? But using it will give you a quite seriously underdamped system! A critically damped system experiences no oscillation at all. This is inherent in the maths.
      This is important if you apply post processing to the recorded signal with the assumption that it was critically damped to start with. It will also give problems with the amplitudes and frequencies calculated in FFT displays and may 'smear' P and S wave recordings.
      A procedure to get critical damping could involve deflecting the beam a very small amount (microns) and recording the amplifier output. You progressively increase the damping until the arm just returns to the balance position without having crossed the zero line. If you increase the damping further, the arm will simply take longer to get back to zero. If you use huge deflections like a few inches, you are likely to encounter non linear effects which do not apply to the tiny (hopefully!) signals that we normally record.  
      It is helpful if the recording displays just what the earth is doing. It is really not helpful if the system adds an oscillating tail to every transient.

      Regards,

      Chris Chapman


Steve,

In support of what Chris has stated, please go to:  http://www.seismo.com/msop/msop79/inst/inst4.html#aa250  Go to section 4.5 for a text description, and then click on figure 4.5.1a to see how pendulums are supposed to be damped. About Critical is the response you should obtain. I hope this helps a little, the diagrams may not make much sense at first but it shows how professional instruments (electromagnetic, aka Lehman designs) are adjusted.

Regards,

Allan Coleman
Subject: RE: New Lehman on line (almost) From: steve hammond shammon1@............. Date: Tue, 1 Oct 2002 14:44:10 -0700 Let me say up front, Jan will need to think about the critical damping at some point and he has been given some excellent information by Chris and Allen and I agree, Bob Barn's info is really worth the reading. However, having built a few Lehman systems myself, and having built a few that didn't work so well... I took Jan's coarsely tuned comment to mean that he may still not be certain if the system is even working. Jan, if that is the case this may help you get started: Pull the boom back a few inches and eyeball it and see if it comes to rest some where in the ballpark of 2 to 5 swings pass the center line. If it does not, remove the damping magnet from the boom, set the top of the vertical post 1/8-inch in the direction of the mass weight, level the boom, swing the boom and check to see if the boom eventually returns to center. Screw with it until it does. Then start adjusting the vertical post to the rear (away from the mass weight) until the period is significantly longer and the boom returns to center. As you adjust the post back, keep a level on the boom itself and adjust it to be level. (Some PSN members like to keep the boom at a very slight down angle. Don't ask why it's like fine wine) Once you reach the 12-14 second period point each adjustment will become much more critical. If you reach a point that the boom drops off center to the left or right side of center and will not return to center, you have overshot the zero point and adjusted the post into what could be thought of as a negative zone and you need to move the top of the post back towards the mass weight to recreate the pendulum effect. Once you achieve the non-dampened adjustment, say a 10 - 30 seconds period, you can now start adding the dampening. I consider a 18 - 30 second non-dampened period to be the most desirable. If after setting the period you find that the device goes to one of the stops over night, then reduce the period so that the device is not so sensitive to changes in the local site such as rain and water table changes. Now let's talk about initial damping settings. Chris and Allen are right, the boom should never remain in oscillation. At this point add damping until it comes to rest in 3.5 swings. Guy's, this is the coarsely adjusted point I think Jan is initially trying to achieve. Turn it on and let it rip. See what you record. Have some fun with it-- Record a few events and see what you get. In the mean time, take a look at Bob's info and start thinking about tuning the device and setting the critical damping. Once you know it works you can start to achive the fine adjustments. Chris, to answer your question about the standard advice of 3.5 swings, in the good old days, I know I know, before the Internet, the original PSN members would meet at members homes on occasion and when the discussion would turn to damping as it always did, the standard of 3.5 swings past center seemed to be the point that most of us would record and not miss an event. Nothing is worst then to have an over dampened seismograph that didn't record an event. It didn't make the adjustment right or wrong, it is what seemed to work best on our home brew designs. Regards, Steve Hammond PSN San Jose -----Original Message----- From: Jack Ivey [SMTP:ivey@........... Sent: Tuesday, October 01, 2002 5:09 AM To: psn-l@.............. Subject: RE: New Lehman on line (almost) In defense of the underdamped proposition, a slight amount of underdamping (that produces a second peak about, say, 10% the size of the first peak) will produce only a mild peak in the frequency response, and in fact will extend the low frequency response of the system slightly. The main advantage of this arrangement is that it is very easy to tell exactly how much damping you have. If you adjust for critical or overdamped, you can only guess, and lots of people will end up with a massively overdamped system, reducing their low frequency response unnecessarily. It is important to use realistic deflections when measuring damping, I have found that if you use large (1/8") deflections, you sometimes get very different (greater) damping than you do with micrometer deflections. Bob Barns' calibrator (see PSN site) is an excellent way to produce these small test signals. Jack -----Original Message----- From: ACole65464@....... [mailto:ACole65464@........ Sent: Monday, September 30, 2002 10:05 PM To: psn-l@.............. Subject: Re: New Lehman on line (almost) In a message dated 10/01/2002 12:14:06 AM !!!First Boot!!!, ChrisAtUpw@....... writes: In a message dated 30/09/02, shammon1@............. writes: The standard rule is to pull the boom back a few inches and let it go. The boom should loose 30% of its motion on each swing past center and come to rest in 3 1/2 swings. Hi Steve, I am puzzled as to where this *standard rule* is supposed to come from? But using it will give you a quite seriously underdamped system! A critically damped system experiences no oscillation at all. This is inherent in the maths. This is important if you apply post processing to the recorded signal with the assumption that it was critically damped to start with. It will also give problems with the amplitudes and frequencies calculated in FFT displays and may 'smear' P and S wave recordings. A procedure to get critical damping could involve deflecting the beam a very small amount (microns) and recording the amplifier output. You progressively increase the damping until the arm just returns to the balance position without having crossed the zero line. If you increase the damping further, the arm will simply take longer to get back to zero. If you use huge deflections like a few inches, you are likely to encounter non linear effects which do not apply to the tiny (hopefully!) signals that we normally record. It is helpful if the recording displays just what the earth is doing. It is really not helpful if the system adds an oscillating tail to every transient. Regards, Chris Chapman Steve, In support of what Chris has stated, please go to: http://www.seismo.com/msop/msop79/inst/inst4.html#aa250 Go to section 4.5 for a text description, and then click on figure 4.5.1a to see how pendulums are supposed to be damped. About Critical is the response you should obtain. I hope this helps a little, the diagrams may not make much sense at first but it shows how professional instruments (electromagnetic, aka Lehman designs) are adjusted. Regards, Allan Coleman << File: ATT00008.html >> __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: New Lehman on line (almost) From: "Randall Pratt" randallpratts@.......... Date: Tue, 1 Oct 2002 22:14:14 -0500 Allen, Have you used the method of calibration you referenced? It is very easy = to set up but my system does not behave quite as advertised. With the = boom blocked I don't get a step function as in fig 4.5.1a but rather an = exponential decay. I find that a bit confusing since I put a steady = battery voltage across the coil but I have attempted to determine the = curve and adjust subsequent readings by the correct factor over time. = I'm also not clear about para 9 where a0 is computed. What does that = formula really mean? How would it be adjusted for swings later in the = wave train and what is the ' on the end? Why would later pairs of = values work when there is a log decay in the swings? Randy=20 ----- Original Message -----=20 From: ACole65464@.......... To: psn-l@................. Sent: Monday, September 30, 2002 9:04 PM Subject: Re: New Lehman on line (almost) In a message dated 10/01/2002 12:14:06 AM !!!First Boot!!!, = ChrisAtUpw@....... writes: In a message dated 30/09/02, shammon1@............. writes:=20 The standard rule is to pull the boom back a few inches and let it = go. The boom=20 should loose 30% of its motion on each swing past center and come = to rest=20 in 3 1/2 swings. Hi Steve,=20 I am puzzled as to where this *standard rule* is supposed to = come from? But using it will give you a quite seriously underdamped = system! A critically damped system experiences no oscillation at all. = This is inherent in the maths.=20 This is important if you apply post processing to the recorded = signal with the assumption that it was critically damped to start with. = It will also give problems with the amplitudes and frequencies = calculated in FFT displays and may 'smear' P and S wave recordings.=20 A procedure to get critical damping could involve deflecting = the beam a very small amount (microns) and recording the amplifier = output. You progressively increase the damping until the arm just = returns to the balance position without having crossed the zero line. If = you increase the damping further, the arm will simply take longer to get = back to zero. If you use huge deflections like a few inches, you are = likely to encounter non linear effects which do not apply to the tiny = (hopefully!) signals that we normally record. =20 It is helpful if the recording displays just what the earth is = doing. It is really not helpful if the system adds an oscillating tail = to every transient.=20 Regards,=20 Chris Chapman=20 Steve,=20 In support of what Chris has stated, please go to: = http://www.seismo.com/msop/msop79/inst/inst4.html#aa250 Go to section = 4.5 for a text description, and then click on figure 4.5.1a to see how = pendulums are supposed to be damped. About Critical is the response you = should obtain. I hope this helps a little, the diagrams may not make = much sense at first but it shows how professional instruments = (electromagnetic, aka Lehman designs) are adjusted. Regards, Allan Coleman
Allen,
 
Have you used the method of calibration = you=20 referenced?  It is very easy to set up but my system does not = behave quite=20 as advertised.  With the boom blocked I don't get a step function = as in fig=20 4.5.1a but rather an exponential decay.  I find that a bit = confusing since=20 I put a steady battery voltage across the coil but I have attempted to = determine=20 the curve and adjust subsequent readings by the correct factor over = time. =20 I'm also not clear about para 9 where a0 is computed.  What does = that=20 formula really mean?  How would it be adjusted for swings = later in the=20 wave train and what is the ' on the end?  Why would later pairs of = values=20 work when there is a log decay in the swings?
 
Randy 
----- Original Message -----
From:=20 ACole65464@.......
To: psn-l@..............
Sent: Monday, September 30, = 2002 9:04=20 PM
Subject: Re: New Lehman on line = (almost)

In a = message dated=20 10/01/2002 12:14:06 AM !!!First Boot!!!, ChrisAtUpw@....... = writes:


In a message dated 30/09/02, shammon1@............. = writes:=20

The standard rule is to pull the boom back a few = inches and=20 let it go. The boom
should loose 30% of its motion on each = swing past=20 center and come to rest
in 3 1/2 swings.


Hi Steve, =

      I am=20 puzzled as to where this *standard rule* is supposed to come from? = But using=20 it will give you a quite seriously underdamped system! A=20 critically damped system experiences no oscillation at = all.=20 This is inherent in the maths.
      = This is=20 important if you apply post processing to the recorded signal with = the=20 assumption that it was critically damped to start with. It will also = give=20 problems with the amplitudes and frequencies calculated in FFT = displays and=20 may 'smear' P and S wave recordings. =
      A=20 procedure to get critical damping could involve deflecting the beam = a=20 very small amount (microns) and recording the amplifier=20 output. You progressively increase the damping until the arm = just=20 returns to the balance position without having crossed the zero = line. If you=20 increase the damping further, the arm will simply take longer to get = back to=20 zero. If you use huge deflections like a few inches, you are likely = to=20 encounter non linear effects which do not apply to the tiny = (hopefully!)=20 signals that we normally record.  =20
      It is helpful if the recording = displays=20 just what the earth is doing. It is really not helpful if the system = adds an=20 oscillating tail to every transient. =

     =20 Regards,

      Chris = Chapman


Steve,

In support of what Chris has = stated,=20 please go to: =20 http://www.seismo.com/msop/msop79/inst/inst4.html#aa250  Go to = section=20 4.5 for a text description, and then click on figure 4.5.1a to see how = pendulums are supposed to be damped. About Critical is the response = you should=20 obtain. I hope this helps a little, the diagrams may not make much = sense at=20 first but it shows how professional instruments (electromagnetic, aka = Lehman=20 designs) are adjusted.

Regards,

Allan Coleman=20
Subject: RE: New Lehman on line (almost) From: "Jan D. Marshall" jandmarshall@............ Date: Tue, 1 Oct 2002 22:07:38 -0600 OK -- I have made the boom changes suggested ( see new pictures) http://24.116.175.108/Over%20all%20pictures.htm I know the coil magnet needs to come up a little and I am still not getting good damping. I am going to change my copper plate to horizontal and pass it between by magnets and see if that helps. I am having a blast learning!! Thanks for EVERY comment Jan Marshall jandmarshall@............ www.cableone.net/jandmarshall Nampa, ID -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@................. Behalf Of Randall Pratt Sent: Tuesday, October 01, 2002 9:14 PM To: psn-l@.............. Subject: Re: New Lehman on line (almost) Allen, Have you used the method of calibration you referenced? It is very easy to set up but my system does not behave quite as advertised. With the boom blocked I don't get a step function as in fig 4.5.1a but rather an exponential decay. I find that a bit confusing since I put a steady battery voltage across the coil but I have attempted to determine the curve and adjust subsequent readings by the correct factor over time. I'm also not clear about para 9 where a0 is computed. What does that formula really mean? How would it be adjusted for swings later in the wave train and what is the ' on the end? Why would later pairs of values work when there is a log decay in the swings? Randy ----- Original Message ----- From: ACole65464@....... To: psn-l@.............. Sent: Monday, September 30, 2002 9:04 PM Subject: Re: New Lehman on line (almost) In a message dated 10/01/2002 12:14:06 AM !!!First Boot!!!, ChrisAtUpw@....... writes: In a message dated 30/09/02, shammon1@............. writes: The standard rule is to pull the boom back a few inches and let it go. The boom should loose 30% of its motion on each swing past center and come to rest in 3 1/2 swings. Hi Steve, I am puzzled as to where this *standard rule* is supposed to come from? But using it will give you a quite seriously underdamped system! A critically damped system experiences no oscillation at all. This is inherent in the maths. This is important if you apply post processing to the recorded signal with the assumption that it was critically damped to start with. It will also give problems with the amplitudes and frequencies calculated in FFT displays and may 'smear' P and S wave recordings. A procedure to get critical damping could involve deflecting the beam a very small amount (microns) and recording the amplifier output. You progressively increase the damping until the arm just returns to the balance position without having crossed the zero line. If you increase the damping further, the arm will simply take longer to get back to zero. If you use huge deflections like a few inches, you are likely to encounter non linear effects which do not apply to the tiny (hopefully!) signals that we normally record. It is helpful if the recording displays just what the earth is doing. It is really not helpful if the system adds an oscillating tail to every transient. Regards, Chris Chapman Steve, In support of what Chris has stated, please go to: http://www.seismo.com/msop/msop79/inst/inst4.html#aa250 Go to section 4.5 for a text description, and then click on figure 4.5.1a to see how pendulums are supposed to be damped. About Critical is the response you should obtain. I hope this helps a little, the diagrams may not make much sense at first but it shows how professional instruments (electromagnetic, aka Lehman designs) are adjusted. Regards, Allan Coleman
OK --=20 I have made the boom changes suggested ( see new pictures) http://24.116.17= 5.108/Over%20all%20pictures.htm =20 I know the coil magnet needs to come up a little and I am still not = getting good=20 damping.  I am going to change my copper plate to horizontal and = pass it=20 between by magnets and see if that helps. 
 
I am=20 having a blast learning!!
 
Thanks=20 for EVERY comment
 

Jan=20 Marshall
jandmarshall@............
www.cableone.net/jandmarshallNampa,=20 ID

-----Original Message-----
From: = psn-l-request@................. [mailto:psn-l-request@...............On Behalf Of Randall=20 Pratt
Sent: Tuesday, October 01, 2002 9:14 PM
To:=20 psn-l@..............
Subject: Re: New Lehman on line=20 (almost)

Allen,
 
Have you used the method of = calibration you=20 referenced?  It is very easy to set up but my system does not = behave=20 quite as advertised.  With the boom blocked I don't get a step = function=20 as in fig 4.5.1a but rather an exponential decay.  I find that a = bit=20 confusing since I put a steady battery voltage across the coil but I = have=20 attempted to determine the curve and adjust subsequent readings by the = correct=20 factor over time.  I'm also not clear about para 9 where a0 is=20 computed.  What does that formula really mean?  How = would it be=20 adjusted for swings later in the wave train and what is the ' on the=20 end?  Why would later pairs of values work when there is a log = decay in=20 the swings?
 
Randy 
----- Original Message -----
From:=20 ACole65464@.......
To: psn-l@..............
Sent: Monday, September 30, = 2002 9:04=20 PM
Subject: Re: New Lehman on = line=20 (almost)

In a = message dated=20 10/01/2002 12:14:06 AM !!!First Boot!!!, ChrisAtUpw@....... = writes:


In a message dated 30/09/02, shammon1@............. = writes:=20

The standard rule is to pull the boom back a few = inches and=20 let it go. The boom
should loose 30% of its motion on each = swing=20 past center and come to rest
in 3 1/2 swings.


Hi Steve, =

      I=20 am puzzled as to where this *standard rule* is supposed to come = from? But=20 using it will give you a quite seriously underdamped = system! A=20 critically damped system experiences no oscillation at = all.=20 This is inherent in the maths.
      = This is=20 important if you apply post processing to the recorded signal with = the=20 assumption that it was critically damped to start with. It will = also give=20 problems with the amplitudes and frequencies calculated in FFT = displays=20 and may 'smear' P and S wave recordings.=20
      A procedure to get critical = damping=20 could involve deflecting the beam a very small amount = (microns)=20 and recording the amplifier output. You progressively = increase the=20 damping until the arm just returns to the balance position without = having=20 crossed the zero line. If you increase the damping further, the = arm will=20 simply take longer to get back to zero. If you use huge = deflections like a=20 few inches, you are likely to encounter non linear effects which = do not=20 apply to the tiny (hopefully!) signals that we normally=20 record.  
      It is = helpful if=20 the recording displays just what the earth is doing. It is really = not=20 helpful if the system adds an oscillating tail to every transient. =

      Regards,=20

      Chris Chapman


Steve,

In support of what Chris has = stated,=20 please go to: =20 http://www.seismo.com/msop/msop79/inst/inst4.html#aa250  Go to = section=20 4.5 for a text description, and then click on figure 4.5.1a to see = how=20 pendulums are supposed to be damped. About Critical is the response = you=20 should obtain. I hope this helps a little, the diagrams may not make = much=20 sense at first but it shows how professional instruments = (electromagnetic,=20 aka Lehman designs) are adjusted.

Regards,

Allan = Coleman=20
Subject: Re: New Lehman on line (almost) From: CapAAVSO@....... Date: Wed, 2 Oct 2002 10:05:41 EDT In a message dated 10/1/02 10:43:17 PM GMT Daylight Time, shammon1@............. writes: > the original PSN members would meet at members homes on occasion and when > the discussion would turn to damping as it always did, the standard of 3.5 > swings past center seemed to be the point that most of us would record and > not miss an > event. Hi Steve, If Jan gets it damped to 3.5 swings with a copper plate between a magnet, what do you think about further damping it with a resistor across the pick up coil? Cap In a message dated 10/1/02 10:43:17 PM GMT Daylight Time, shammon1@............. writes:


the original PSN members would meet at members homes on occasion and when the discussion would turn to damping as it always did, the standard of 3.5 swings past center seemed to be the point that most of us would record and not miss an
event.


Hi Steve,

If Jan gets it damped to 3.5 swings with a copper plate between a magnet, what do you think about further damping it with a resistor across the pick up coil?

Cap
Subject: Re: New Lehman on line (almost) From: ChrisAtUpw@....... Date: Wed, 2 Oct 2002 14:04:51 EDT In a message dated 02/10/02, randallpratts@.......... writes: > With the boom blocked I don't get a step function as in fig 4.5.1a but > rather an exponential decay. I find that a bit confusing since I put a > steady battery voltage across the coil but I have attempted to determine > the curve and adjust subsequent readings by the correct factor over time. > I'm also not clear about para 9 where a0 is computed. What does that > formula really mean? Hi Randy, Looking at you Website, I note that you are using the PSN amplifier. This has a high pass filter in it which will give an exponential response to a step signal. If you can refer to the particular section, we may be able to help you. My para 9 has no a0 in it and doing a text search, there are several references to variables, but none with just a0. Regards, Chris Chapman In a message dated 02/10/02, randallpratts@.......... writes:

With the boom blocked I don't get a step function as in fig 4.5.1a but rather an exponential decay.  I find that a bit confusing since I put a steady battery voltage across the coil but I have attempted to determine the curve and adjust subsequent readings by the correct factor over time.  I'm also not clear about para 9 where a0 is computed.  What does that formula really mean?


Hi Randy,

      Looking at you Website, I note that you are using the PSN amplifier. This has a high pass filter in it which will give an exponential response to a step signal.
      If you can refer to the particular section, we may be able to help you. My para 9 has no a0 in it and doing a text search, there are several references to variables, but none with just a0.

      Regards,

      Chris Chapman
Subject: Damping/general From: "Connie and Jim Lehman" lehmancj@........... Date: Wed, 2 Oct 2002 16:20:12 -0400 The notes on damping show the variety of how to get the job done. A = swing of 3.5 times past the equilibrium position sounds a lot "looser" = than optimum. In setting up a damping system, I would eyeball the = action by displacing--say one cm, and watch the return to overshoot two = mm, and settle to equilibrium again--or a 5 to 1 ratio was in the = ballpark. The standard check one can make is the "walk-up" test. Walk = up to the base perpendicular to the boom, stand for 20 seconds or so, = and then back away----If all is well, there will be two traces--alike, = but in opposite directions. As you walk up, the sensor moves slightly to a new equilibrium = position. The damping ratio or situation will show nicely---bearing in = mind this is a velosity readout rather than a displacement--but close = enough approximation to give us the damping condition quick & easy!!! I usually went for a 8 to 1 ratio. I know with no damping, the = boom swings forever from the energy of microseisms. With critical = damping, one kills most or all of the action, The objective of damping = is to remove the natural period or swing of the pendulum--but not kill = it---and there is some leeway-------- Good = damping--- Jim Lehman
The notes on damping show the variety of how = to get the=20 job done.  A swing of 3.5 times past the equilibrium position = sounds a lot=20 "looser" than optimum.  In setting up a damping system, I would = eyeball the=20 action by displacing--say one cm, and watch the return to overshoot two = mm, and=20 settle to equilibrium again--or a 5 to 1 ratio was in the = ballpark.  The=20 standard check one can make is the "walk-up" test.  Walk up to the = base=20 perpendicular to the boom, stand for 20 seconds or so, and then back = away----If=20 all is well, there will be two traces--alike, but in opposite=20 directions.
    As you walk up, the sensor = moves=20 slightly to a new equilibrium position.  The damping ratio or = situation=20 will show nicely---bearing in mind this is a velosity readout rather = than a=20 displacement--but close enough approximation to give us the damping = condition=20 quick & easy!!!
     I usually went for a = 8 to 1=20 ratio.  I know with no damping, the boom swings forever from the = energy of=20 microseisms.  With critical damping, one kills most or all of the=20 action,  The objective of damping is to remove the natural period = or swing=20 of the pendulum--but not kill it---and there is some = leeway--------
         &nb= sp;           &nbs= p;            = ;            =              = Good=20 damping---          &nb= sp;    =20 Jim Lehman
Subject: Price of 194RS From: John & Jan Lahr johnjan@........ Date: Wed, 02 Oct 2002 19:23:13 -0600 Dear John, I was disappointed to see the price of the DI-194RS raised from $25 to $100 with a "special limited-time price" of just $50! This is now out of the range of possibility for the EPICS project students, as they have to keep their costs to $150 or less for everything outside of the computer! I wish that the price change could have been made later, but this does give an incentive to find an alternative AD unit. They are already having to build their own amplifier and filter circuits, so an AD chip with serial output will just have to be added. Sorry if this message sounds very negative, but I feel as if I've just been kicked in the teeth. Sincerely, John Lahr __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: PSN Discussion From: John & Jan Lahr johnjan@........ Date: Wed, 02 Oct 2002 19:39:00 -0600 Dear Dr. Bauer, Thanks for getting back to me. I'll let people know to limit their use to sub-critical damping. Is it OK to keep a link on my web site? http://www.jjlahr.com/science/psn/epics/links.html Cheers, John At 02:52 PM 10/2/2002 -0400, Wolfgang Bauer wrote: >Hi, > >I am the author of the applet. In the html file, I explicitly write that >this is only the solution for sub-critical damping. This is all the >applet simulates, and for all those cases the applet provides the correct >solution. I was not interested in supercritical damping, because it would >be too involved for the students in my class. > >The case m=k=1 and b>2 is supercritical. I should, perhaps, have written >a warning into the applet output when supercritical cases are >reached. For those, the applet does not work. > >Thanks >W. Bauer > > >On Wednesday, Oct 2, 2002, at 08:51 US/Eastern, Gerd Kortemeyer wrote: > >>John, >> >>Thanks for the bug report. We will look into it. >> >>The question regarding usage rights has to be answered by the authors of >>this applet, namely Profs. Wolfgang Bauer and/or Gary Westfall. >> >>The applet is now part of the repository of a larger system, >>http://www.lon-capa.org/ >> >>- Gerd. >> >>John & Jan Lahr wrote: >> >>> Gerd Kortemeyer >>>MSU >>> >>>Dear Gerd, >>> >>>Chris has pointed out that the Java code is not displaying things >>>correctly >>>for large values of damping. >>> >>>We were looking at this page: >>>http://lectureonline.cl.msu.edu/~mmp/applist/damped/d.htm >>> >>>Try, for example, m = k = 1 and then b = 4 and b = 8. For b = 8 >>>the return to zero is faster than for b = 4, where as it should be >>>slower. >>> >>>We found the page through google.com, so I don't know if you >>>even intend for others to use it. We're working on seismometer >>>design with students at the Colorado School of Mines and thus >>>were looking at damped harmonic motion applets. See: >>>http://www.jjlahr.com/science/psn/epics/ for what we're up to. >>> >>>Cheers, >>>John Lahr >>>USGS >>>Golden, CO >>> >>>At 05:21 PM 10/1/2002 -0400, ChrisAtUpw@....... wrote: >>> >>>>Hey, that was a nice applet! It shows the response for damping at >>>>and below critical very nicely. However, there seems to be a >>>>programming error, for high values of damping, say 4, give a MORE >>>>rapid return to the zero line, when the TRUE response is to take >>>>LONGER to reach zero! If you have infinite damping, the mass stays >>>>where it is - it does NOT 'high tail' it back to the zero line! >>>> >>>> Regards, >>>> >>>> Chris >> >Wolfgang Bauer, Professor and Chairperson >Department of Physics and Astronomy >Michigan State University >4208 Biomedical Physical Sciences >East Lansing, MI 48824-2320 > >Tel.: (517) 353 8662 >Fax.: (517) 353 4500 >URL: http://www.pa.msu.edu/~bauer/ __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Re: New Lehman on line (almost) From: ACole65464@....... Date: Wed, 2 Oct 2002 21:47:24 EDT In a message dated 10/02/2002 3:17:40 AM !!!First Boot!!!, randallpratts@.......... writes: > Allen, > > Have you used the method of calibration you referenced? It is very easy to > set up but my system does not behave quite as advertised. With the boom > blocked I don't get a step function as in fig 4.5.1a but rather an > exponential decay. I find that a bit confusing since I put a steady > battery voltage across the coil but I have attempted to determine the curve > and adjust subsequent readings by the correct factor over time. I'm also > not clear about para 9 where a0 is computed. What does that formula really > mean? How would it be adjusted for swings later in the wave train and what > is the ' on the end? Why would later pairs of values work when there is a > log decay in the swings? > > Randy > Hello Randy, I had used the calibration procedure, that I had previously referred to, many years ago. I remember that it worked out OK at the time. For the "indicator", I used an old panel meter with its needle adjusted to the mid range location on the graduated face. That way I could see the change in voltage polarity without destroying the needle movement. The output of the circuit went straight to the meter, not through any other circuits that may have contained a filter of any type. The value for a0 is determined by the formula given in paragraph (ix). This is a general formula using the amplitudes of successive swings as well. These successive swings, I had assumed, were obtained when repeating the tests. And also obtained by averaging the amplitudes of several test sets of waves. It was a complicated setup, I preferred simpler ones. I used to determine the damping of my electromagnetic seismometers by several means. The more elegant solution was using an additional calibration coil attached to the pendulum. But the simplest method was to very lightly blow air from my mouth at the pendulum. If it had a large mass, a slow fanning motion with a sheet of paper worked. A small strip of paper used as a hammer worked well too. The J. Lehman walk up method is good if the instrument is under cover, another reason to fit a cal coil, or the B. Barnes calibrator. For my 2 cents worth. I used to allow the pendulums on my instruments to come to a rest with a less than a 10% overshoot, in 1 swing, to ensure something near critical damping. That way I was sure they were not overdamped. Over the last couple of years I have been building BB and VBB instruments using the S-T Morrissey Mathcad program to determine seismometer response for near critical damping. But I still use the paper strip hammer test at times to verify that damping is somewhat correct. Regards, Allan Coleman In a message dated 10/02/2002 3:17:40 AM !!!First Boot!!!, randallpratts@.......... writes:


Allen,

Have you used the method of calibration you referenced?  It is very easy to set up but my system does not behave quite as advertised.  With the boom blocked I don't get a step function as in fig 4.5.1a but rather an exponential decay.  I find that a bit confusing since I put a steady battery voltage across the coil but I have attempted to determine the curve and adjust subsequent readings by the correct factor over time.  I'm also not clear about para 9 where a0 is computed.  What does that formula really mean?  How would it be adjusted for swings later in the wave train and what is the ' on the end?  Why would later pairs of values work when there is a log decay in the swings?

Randy


Hello Randy,

I had used the calibration procedure, that I had previously referred to, many years ago. I remember that it worked out OK at the time. For the "indicator", I used an old panel meter with its needle adjusted to the mid range location on the graduated face. That way I could see the change in voltage polarity without destroying the needle movement. The output of the circuit went straight to the meter, not through any other circuits that may have contained a filter of any type. The value for a0 is determined by the formula given in paragraph (ix). This is a general formula using the amplitudes of successive swings as well. These successive swings, I had assumed, were obtained when repeating the tests. And also obtained by averaging the amplitudes of several test sets of waves.

It was a complicated setup, I preferred simpler ones. I used to determine the damping of my electromagnetic seismometers by several means. The more elegant solution was using an additional calibration coil attached to the pendulum. But the simplest method was to very lightly blow air from my mouth at the pendulum. If it had a large mass, a slow fanning motion with a sheet of paper worked. A small strip of paper used as a hammer worked well too. The J. Lehman walk up method is good if the instrument is under cover, another reason to fit a cal coil, or the B. Barnes calibrator.

For my 2 cents worth. I used to allow the pendulums on my instruments to come to a rest with a less than a 10% overshoot, in 1 swing, to ensure something near critical damping. That way I was sure they were not overdamped. Over the last couple of years I have been building BB and VBB instruments using the S-T Morrissey Mathcad program to determine seismometer response for near critical damping. But I still use the paper strip hammer test at times to verify that damping is somewhat correct.

Regards,

Allan Coleman 
Subject: RE: New Lehman on line (almost) w/new damping From: "Jan D. Marshall" jandmarshall@............ Date: Wed, 2 Oct 2002 20:14:50 -0600 OK -- It appears that I very close to correct damping -- my fingers are a bit flatter from being smashed between the two Neodymiun magnets while I got them mounted in the mounting. After several attempts only to have the magnets slam together in a flash and send the spacers flying, and then having to separate them, I got them clamped into the holder. On a 1/16" swing of the boom it appears to be "critically" damped, that is it crosses center then back to center and stops. I do not have the cover built yet, however it is in a closed carpeted closet. The insulated cover box is this weekends project. Comments please. Jan Marshall jandmarshall@............ www.cableone.net/jandmarshall Nampa, ID -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@................. Behalf Of ChrisAtUpw@....... Sent: Wednesday, October 02, 2002 12:05 PM To: psn-l@.............. Subject: Re: New Lehman on line (almost) In a message dated 02/10/02, randallpratts@.......... writes: With the boom blocked I don't get a step function as in fig 4.5.1a but rather an exponential decay. I find that a bit confusing since I put a steady battery voltage across the coil but I have attempted to determine the curve and adjust subsequent readings by the correct factor over time. I'm also not clear about para 9 where a0 is computed. What does that formula really mean? Hi Randy, Looking at you Website, I note that you are using the PSN amplifier. This has a high pass filter in it which will give an exponential response to a step signal. If you can refer to the particular section, we may be able to help you. My para 9 has no a0 in it and doing a text search, there are several references to variables, but none with just a0. Regards, Chris Chapman
OK --=20 It appears that I very close to correct damping -- my fingers are a bit = flatter=20 from being smashed between the two Neodymiun magnets while I = got them=20 mounted in the mounting.  After several attempts only to have the = magnets=20 slam together in a flash and send the spacers flying, and then having to = separate them, I got them clamped into the holder.  =
 
On a=20 1/16" swing of the boom it appears to be "critically" damped, that is it = crosses=20 center then back to center and stops.
 
I do=20 not have the cover built yet, however it is in a closed carpeted = closet. =20 The insulated cover box is this weekends project.
 
Comments please.

Jan=20 Marshall
jandmarshall@............
www.cableone.net/jandmarshallNampa,=20 ID

-----Original Message-----
From: = psn-l-request@................. [mailto:psn-l-request@...............On Behalf Of=20 ChrisAtUpw@.......
Sent: Wednesday, October 02, 2002 = 12:05=20 PM
To: psn-l@..............
Subject: Re: New = Lehman on=20 line (almost)

In a=20 message dated 02/10/02, randallpratts@.......... writes:

With the boom blocked I don't get a step function as in = fig=20 4.5.1a but rather an exponential decay.  I find that a bit = confusing=20 since I put a steady battery voltage across the coil but I have = attempted to=20 determine the curve and adjust subsequent readings by the correct = factor=20 over time.  I'm also not clear about para 9 where a0 is = computed.=20  What does that formula really mean?


Hi Randy,=20

      Looking at you Website, I = note=20 that you are using the PSN amplifier. This has a high pass filter in = it which=20 will give an exponential response to a step signal.=20
      If you can refer to the = particular=20 section, we may be able to help you. My para 9 has no a0 in it and = doing a=20 text search, there are several references to variables, but none with = just a0.=20

      Regards,=20

      Chris Chapman
=20
Subject: RE: Price of 194RS From: Jack Ivey ivey@.......... Date: Thu, 3 Oct 2002 08:01:16 -0400 John, I just looked at Dataq's web site, it looks like the DI-194RS is still $25. The 154 is $150, were you looking at that? One thing to be cautious about, at $25 they are selling the box at or below the cost of producing it, so it is being used as a marketing tool for their software. This means the offer might go away if Dataq decides to shift marketing resources. Jack > -----Original Message----- > From: John & Jan Lahr [mailto:johnjan@......... > Sent: Wednesday, October 02, 2002 9:23 PM > To: John Bowers > Cc: psn-l@............... kspikowski@......... > Subject: Price of 194RS > > > Dear John, > > I was disappointed to see the price of the DI-194RS raised from > $25 to $100 with a "special limited-time price" of just $50! > > This is now out of the range of possibility for the EPICS > project students, > as they > have to keep their costs to $150 or less for everything > outside of the > computer! I wish > that the price change could have been made later, but this > does give an > incentive > to find an alternative AD unit. They are already having to > build their own > amplifier and filter circuits, so an AD chip with serial > output will just > have to be > added. > > Sorry if this message sounds very negative, but I feel as if > I've just been > kicked > in the teeth. > > Sincerely, > John Lahr > > __________________________________________________________ > > 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: Price of 194RS From: CapAAVSO@....... Date: Thu, 3 Oct 2002 08:15:39 EDT In a message dated 10/3/02 2:23:36 AM GMT Daylight Time, johnjan@........ writes: > I was disappointed to see the price of the DI-194RS raised from > $25 to $100 with a "special limited-time price" of just $50! Hey John Lahr, Please go back and read that letter from rwl@......... more carefully. The DI-194RS still cost only $25 and you can order it on line from that letter. What costs $50 is the DI-194RS *PLUS* the WinDaq/XL software. Best regards, Cap In a message dated 10/3/02 2:23:36 AM GMT Daylight Time, johnjan@........ writes:


I was disappointed to see the price of the DI-194RS raised from
$25 to $100 with a "special limited-time price" of just $50!


Hey John Lahr,

Please go back and read that letter from rwl@......... more carefully. The DI-194RS still cost only $25 and you can order it on line from that letter. What costs $50 is the DI-194RS *PLUS* the WinDaq/XL software.

Best regards,
Cap
Subject: Re: Price of 194RS From: John & Jan Lahr johnjan@........ Date: Thu, 03 Oct 2002 07:05:22 -0600 John, Please accept my apology as I had not noticed the inclusion of the more advanced software add-on. As one of the PSN members wrote to me, $25 is probably under your cost for the DI-194RS unit, so justification of this remarkably low price must revolve around advertising value. I hope that this is the case, and that we will be able to count on this or equivalent units from DATAQ for use in schools. I know that the nearly 400 freshmen at the Colorado School of Mines now know about DATAQ AD converters. Feeling much better this morning! John At 08:22 AM 10/3/2002 -0400, you wrote: >John, > >The price of the DI-194 DID NOT CHANGE it is still $24.95. The special offer >is for the DI-194 bundled with the WINDAQ/XL. We are not changing the price >of the DI-194. Go to our web site and you will see that nothing has changed. >http://www.dataq.com/194.htm > >Please call me if you have any issues that this e-mail does not resolve. > >Sincerely, > >John Bowers >www.dataq.com >(330)-668-1444 __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: Lehman magnet/coil position From: Richard Gagnon richg_1998@......... Date: Thu, 3 Oct 2002 14:33:31 -0700 (PDT) I hope this does not start another war. I am building a Lehman and I wonder if the coil on the boom is better than the magnet on the boom or is it not an issue? From what I have seen, building seismometers seems to be an art form. Thank you. Richard Gagnon Easthampton MA. __________________________________________________ Do you Yahoo!? New DSL Internet Access from SBC & Yahoo! http://sbc.yahoo.com __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: Lehman magnet/coil position From: steve hammond shammon1@............. Date: Thu, 3 Oct 2002 16:09:51 -0700 Hi Richard, there is no war-- it's an art form... I put the magnet on the boom because I don't have to contend with the coil wires interfering with the operation of the boom. I also build the cement pad and the box to house the device so I have control over the choice of screws (brass) which I use near the device. One of the biggest down sides of putting the magnet on the boom is that any metal in the cement floor etc. or near the boom can attract the boom and cause operational issues. So think about where and how you will install the device and then make the decision. If you go with the coil on the boom, then you need to make sure the connection wires do not interfere with the operation of the boom. I have seen very fine gauge wire used which has been coiled to increase flexibility. Regards, Steve Hammond PSN San Jose, Aptos, CA -----Original Message----- From: Richard Gagnon [SMTP:richg_1998@.......... Sent: Thursday, October 03, 2002 2:34 PM To: psn Subject: Lehman magnet/coil position I hope this does not start another war. I am building a Lehman and I wonder if the coil on the boom is better than the magnet on the boom or is it not an issue? From what I have seen, building seismometers seems to be an art form. Thank you. Richard Gagnon Easthampton MA. __________________________________________________ Do you Yahoo!? New DSL Internet Access from SBC & Yahoo! http://sbc.yahoo.com __________________________________________________________ Public Seismic Network Mailing List (PSN-L) __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: RE: Damping/general From: steve hammond shammon1@............. Date: Thu, 3 Oct 2002 16:38:31 -0700 Jim, I read your post with interest and got a chance today to pull the covers on the boxes and check the damping using your walk-up-walk-away (WUWA) suggestion. That is a very cool test and I have used it many times without thinking about the trace being in the opposite direction. I took the following reading without making any changes to the device: ATE (this device has a 40cm boom with a 5 LB mass mounted at the end of the boom) WU period 12 seconds WA period 12 seconds manual eyeball displacement check displacement 5/10-inch (this is the manual pull back by hand) return overshoot 2/10-inch (this is the release) ATN (this device has a 40cm boom with the 5 LB mass mounted at 28cm behind the coil with the damping flag mounted at the 40 cm point) WU period 18 seconds WA period 19 seconds manual eyeball displacement check displacement 5/10-inches (this is the initial pull back by hand) return overshoot 1.5/10-inches (this is the release) I was wondering if there was any rule about the boom coming to complete rest as decried by Richter, Elementary Seismology (step 12a), h = 1 in terms of critical damping. I guess what I'm asking is, should there be any extremely small oscillation following the return overshoot or should it be flat line back to zero? I'm seeing a slight overshoot less than .5/10th -inches. I would be interested in your comments. I also just posted two event files on Larry's site AT1 and AT2 Aptos, CA for the 6.4 event today in the Gulf of California if you are interested in seeing actual event data from the devices. Thanks for your input. Regards, Steve Hammond PSN San Jose Aptos, CA -----Original Message----- From: Connie and Jim Lehman [SMTP:lehmancj@............ Sent: Wednesday, October 02, 2002 1:20 PM To: psn-l@.............. Subject: Damping/general The notes on damping show the variety of how to get the job done. A swing of 3.5 times past the equilibrium position sounds a lot "looser" than optimum. In setting up a damping system, I would eyeball the action by displacing--say one cm, and watch the return to overshoot two mm, and settle to equilibrium again--or a 5 to 1 ratio was in the ballpark. The standard check one can make is the "walk-up" test. Walk up to the base perpendicular to the boom, stand for 20 seconds or so, and then back away----If all is well, there will be two traces--alike, but in opposite directions. As you walk up, the sensor moves slightly to a new equilibrium position. The damping ratio or situation will show nicely---bearing in mind this is a velosity readout rather than a displacement--but close enough approximation to give us the damping condition quick & easy!!! I usually went for a 8 to 1 ratio. I know with no damping, the boom swings forever from the energy of microseisms. With critical damping, one kills most or all of the action, The objective of damping is to remove the natural period or swing of the pendulum--but not kill it---and there is some leeway-------- Good damping--- Jim Lehman << File: ATT00000.html >> __________________________________________________________ Public Seismic Network Mailing List (PSN-L) Subject: How do I get a Station ID From: "Jan D. Marshall" jandmarshall@............ Date: Thu, 3 Oct 2002 17:52:01 -0600 How do I get a Station or Sensor ID Jan Marshall jandmarshall@............ www.cableone.net/jandmarshall Nampa, ID
How do = I get a=20 Station or Sensor ID

Jan=20 Marshall
jandmarshall@............
www.cableone.net/jandmarshallNampa,=20 ID

 
Subject: Re: How do I get a Station ID From: "Larry Cochrane" cochrane@.............. Date: Thu, 3 Oct 2002 17:00:56 -0700 Jan, People come up with their own IDs. I then check to see if the ID has not = been used before. I just check the event file archives and *.JM*.PSN is = not used. This means you can use *.JM1.PSN or *.JMZ etc. or anything = that starts with JM. -Larry Cochrane Redwood City, PSN ----- Original Message -----=20 From: Jan D. Marshall=20 To: Psn-L@................. Sent: Thursday, October 03, 2002 4:52 PM Subject: How do I get a Station ID How do I get a Station or Sensor ID Jan Marshall jandmarshall@............ www.cableone.net/jandmarshall Nampa, ID=20
Jan,
 
People come up with their own IDs. I = then check to=20 see if the ID has not been used before. I just check the event file = archives and=20 *.JM*.PSN is not used. This means you can use *.JM1.PSN or *.JMZ = etc. or=20 anything that starts with JM.
 
-Larry Cochrane
Redwood City, PSN
----- Original Message -----
From:=20 Jan=20 D. Marshall
Sent: Thursday, October 03, = 2002 4:52=20 PM
Subject: How do I get a Station = ID

How = do I get a=20 Station or Sensor ID

Jan Marshall
jandmarshall@............www.cableone.net/jandmarsha= ll
Nampa,=20 ID

 
Subject: RE: How do I get a Station ID From: "Jan D. Marshall" jandmarshall@............ Date: Thu, 3 Oct 2002 19:34:35 -0600 How about JM1 then Jan Marshall jandmarshall@............ www.cableone.net/jandmarshall Nampa, ID -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@................. Behalf Of Larry Cochrane Sent: Thursday, October 03, 2002 6:01 PM To: psn-l@.............. Subject: Re: How do I get a Station ID Jan, People come up with their own IDs. I then check to see if the ID has not been used before. I just check the event file archives and *.JM*.PSN is not used. This means you can use *.JM1.PSN or *.JMZ etc. or anything that starts with JM. -Larry Cochrane Redwood City, PSN ----- Original Message ----- From: Jan D. Marshall To: Psn-L@.............. Sent: Thursday, October 03, 2002 4:52 PM Subject: How do I get a Station ID How do I get a Station or Sensor ID Jan Marshall jandmarshall@............ www.cableone.net/jandmarshall Nampa, ID
How=20 about JM1 then
 

Jan=20 Marshall
jandmarshall@............
www.cableone.net/jandmarshallNampa,=20 ID

-----Original Message-----
From: = psn-l-request@................. [mailto:psn-l-request@...............On Behalf Of Larry=20 Cochrane
Sent: Thursday, October 03, 2002 6:01 = PM
To:=20 psn-l@..............
Subject: Re: How do I get a Station=20 ID

Jan,
 
People come up with their own IDs. I = then check=20 to see if the ID has not been used before. I just check the event file = archives and *.JM*.PSN is not used. This means you can use *.JM1.PSN = or *.JMZ=20 etc. or anything that starts with JM.
 
-Larry Cochrane
Redwood City, PSN
----- Original Message -----
From:=20 Jan D. Marshall
Sent: Thursday, October 03, = 2002 4:52=20 PM
Subject: How do I get a = Station=20 ID

How do I get a=20 Station or Sensor ID

Jan Marshall
jandmarshall@............www.cableone.net/jandmarsha= ll
Nampa,=20 ID

 
Subject: Re: Lehman magnet/coil position From: ChrisAtUpw@....... Date: Thu, 3 Oct 2002 21:42:15 EDT In a message dated 03/10/02, richg_1998@......... writes: > I am building a Lehman and I wonder if the coil on the boom is better than > the > magnet on the boom or is it not an issue? From what I have seen, building > seismometers seems to be an art form. Hi Richard, Building seismometers may well be an art form. Getting them working well maybe where the application of some science / technology is desirable. Seismometers are designed to have the ability to detect extremely small motions and forces. Otherwise they are of little use as seismometers. If you are not in a very isolated and quiet location, putting a powerful U or bar magnet on the arm will pick up small changes in the local magnetic field from a wide variety of sources, a visit from the garbage truck, moving the car, switching on the TV, magnetic storms, down to the steel in your belt buckle. If your intention is to monitor the garbage truck, etc., that is fine. If your desire is to only detect seismic vibrations, it is not so good. It is magnetic fields which extend out from the apparatus which enable it to interact strongly with outside events. If you enclose the magnet in a screen, the interactions will be reduced. They will not be eliminated, since you have to use ferromagnetic materials to make the screen. This is done in some small modern seismometers, but they usually have a magnetic screen provided. Putting an effective magnetic screen around a 3 ft Lehman might be more difficult. If you have any doubts, why not download the PSN archives and do a keyword search? Regards, Chris Chapman In a message dated 03/10/02, richg_1998@......... writes:

I am building a Lehman and I wonder if the coil on the boom is better than the
magnet on the boom or is it not an issue? From what I have seen, building
seismometers seems to be an art form.


Hi Richard,

      Building seismometers may well be an art form. Getting them working well maybe where the application of some science / technology is desirable. Seismometers are designed to have the ability to detect extremely small motions and forces. Otherwise they are of little use as seismometers. If you are not in a very isolated and quiet location, putting a powerful U or bar magnet on the arm will pick up small changes in the local magnetic field from a wide variety of sources, a visit from the garbage truck, moving the car, switching on the TV, magnetic storms, down to the steel in your belt buckle. If your intention is to monitor the garbage truck, etc., that is fine. If your desire is to only detect seismic vibrations, it is not so good.

      It is magnetic fields which extend out from the apparatus which enable it to interact strongly with outside events. If you enclose the magnet in a screen, the interactions will be reduced. They will not be eliminated, since you have to use ferromagnetic materials to make the screen. This is done in some small modern seismometers, but they usually have a magnetic screen provided. Putting an effective magnetic screen around a 3 ft Lehman might be more difficult.

      If you have any doubts, why not download the PSN archives and do a keyword search?

      Regards,

      Chris Chapman
Subject: RE: Lehman magnet/coil position From: "Jan D. Marshall" jandmarshall@............ Date: Thu, 3 Oct 2002 19:48:27 -0600 I have to agree -- I JUST went through this same exercise -- I swapped the magnet locations (from boom to base) and it made ALL the difference in the world in the unit stability. (see the thread New Lehman on line (almost)) I was concerned about the wires too -- I used a pair of twisted #30 wire wrap wires. If you provide a nice loose coil/loop at the pivot end I don't think you will see any problem. Jan Marshall jandmarshall@............ www.cableone.net/jandmarshall Nampa, ID -----Original Message----- From: psn-l-request@.............. [mailto:psn-l-request@................. Behalf Of ChrisAtUpw@....... Sent: Thursday, October 03, 2002 7:42 PM To: psn-l@.............. Subject: Re: Lehman magnet/coil position In a message dated 03/10/02, richg_1998@......... writes: I am building a Lehman and I wonder if the coil on the boom is better than the magnet on the boom or is it not an issue? From what I have seen, building seismometers seems to be an art form. Hi Richard, Building seismometers may well be an art form. Getting them working well maybe where the application of some science / technology is desirable. Seismometers are designed to have the ability to detect extremely small motions and forces. Otherwise they are of little use as seismometers. If you are not in a very isolated and quiet location, putting a powerful U or bar magnet on the arm will pick up small changes in the local magnetic field from a wide variety of sources, a visit from the garbage truck, moving the car, switching on the TV, magnetic storms, down to the steel in your belt buckle. If your intention is to monitor the garbage truck, etc., that is fine. If your desire is to only detect seismic vibrations, it is not so good. It is magnetic fields which extend out from the apparatus which enable it to interact strongly with outside events. If you enclose the magnet in a screen, the interactions will be reduced. They will not be eliminated, since you have to use ferromagnetic materials to make the screen. This is done in some small modern seismometers, but they usually have a magnetic screen provided. Putting an effective magnetic screen around a 3 ft Lehman might be more difficult. If you have any doubts, why not download the PSN archives and do a keyword search? Regards, Chris Chapman
I have=20 to agree -- I JUST went through this same exercise -- I swapped the = magnet=20 locations (from boom to base) and it made ALL the difference in the = world=20 in the unit stability. (see the thread New Lehman on line=20 (almost))
 
I was=20 concerned about the wires too -- I used a pair of twisted #30 wire wrap=20 wires.  If you provide a nice loose coil/loop at the pivot end I = don't=20 think you will see any problem.
 

Jan=20 Marshall
jandmarshall@............
www.cableone.net/jandmarshallNampa,=20 ID

-----Original Message-----
From: = psn-l-request@................. [mailto:psn-l-request@...............On Behalf Of=20 ChrisAtUpw@.......
Sent: Thursday, October 03, 2002 7:42 = PM
To: psn-l@..............
Subject: Re: Lehman=20 magnet/coil position

In a message dated 03/10/02, richg_1998@......... writes: =

I am building a Lehman and I wonder if the coil on the = boom is=20 better than the
magnet on the boom or is it not an issue? From = what I=20 have seen, building
seismometers seems to be an art = form.


Hi Richard,=20

      Building = seismometers may=20 well be an art form. Getting them working well maybe = where the=20 application of some science / technology is desirable. Seismometers = are=20 designed to have the ability to detect extremely small motions = and=20 forces. Otherwise they are of little use as seismometers. If you are = not in a=20 very isolated and quiet location, putting a powerful U or bar magnet = on the=20 arm will pick up small changes in the local magnetic field from a wide = variety=20 of sources, a visit from the garbage truck, moving the car, switching = on the=20 TV, magnetic storms, down to the steel in your belt buckle. If your = intention=20 is to monitor the garbage truck, etc., that is fine. If your desire is = to=20 only detect seismic vibrations, it is not so good.=20

      It is magnetic fields = which extend=20 out from the apparatus which enable it to interact strongly with = outside=20 events. If you enclose the magnet in a screen, the interactions will = be=20 reduced. They will not be eliminated, since you have to use = ferromagnetic=20 materials to make the screen. This is done in some small modern = seismometers,=20 but they