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:
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 =
-----Original Message-----
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)
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)
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
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
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 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
----- Original Message -----From:=20 ACole65464@.......Sent: Monday, September 30, = 2002 9:04=20 PMSubject: 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.
Jan=20
Marshall
jandmarshall@............
www.cableone.net/jandmarshall
Nampa,=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@.......Sent: Monday, September 30, = 2002 9:04=20 PMSubject: 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
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.
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?
Allen,
Jan=20
Marshall
jandmarshall@............
www.cableone.net/jandmarshall
Nampa,=20
ID
-----Original Message-----In a=20 message dated 02/10/02, randallpratts@.......... writes:
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)
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?
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!
Jan=20
Marshall
jandmarshall@............
www.cableone.net/jandmarshall
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----- Original Message -----From:=20 Jan=20 D. MarshallSent: Thursday, October 03, = 2002 4:52=20 PMSubject: How do I get a Station = IDHow = do I get a=20 Station or Sensor IDJan Marshall
jandmarshall@............www.cableone.net/jandmarsha= ll
Nampa,=20 ID
Jan=20
Marshall
jandmarshall@............
www.cableone.net/jandmarshall
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:-----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 IDJan,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 CochraneRedwood City, PSN----- Original Message -----From:=20 Jan D. MarshallSent: Thursday, October 03, = 2002 4:52=20 PMSubject: How do I get a = Station=20 IDHow do I get a=20 Station or Sensor IDJan Marshall
jandmarshall@............www.cableone.net/jandmarsha= ll
Nampa,=20 ID
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.
Jan=20
Marshall
jandmarshall@............
www.cableone.net/jandmarshall
Nampa,=20
ID
-----Original Message-----In a message dated 03/10/02, richg_1998@......... writes: =
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
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.