PSN-L Email List Message
Subject: Re: Popular Science Seismograph plans (1965)
From: "K.-Benoit Evans" kevans@............
Date: Wed, 10 Mar 2010 21:31:21 -0500
Hi Chris,
I'm a complete novice in this field, but I would like to build a decent =
seismograph that could detect local and strong distant tremors. I've =
looked around on the net, but have not seen something I was sure I could =
build AND that would work well.
Do you have any suggestions?
Regards,
Beno=EEt Evans
On 2010-03-10, at 12:23, ChrisAtUpw@....... wrote:
> In a message dated 10/03/2010, kevans@............ writes:
> Does anyone have an opinion on the Pop Sci seismograph plans from =
1965? Could it be modernized and be useful today?
> =
http://www.popsci.com/archive-viewer?id=3DWiYDAAAAMBAJ&pg=3D135&query=3Dea=
rthquake+detector
> Regards,
> Beno=EEt Evans
> Hi Beno=EEt,
> =20
> The short answer is not without a complete redesign. This kit was =
designed before semiconductor amplifiers became readily available, or =
personal computers and digital recording were invented. To view the =
background microseisms, you need a gain of ~x1,000, but the lever gives =
only about x4. The suspension needs to be changed to either a plane on a =
ball or to crossed rollers. Point in a dimple and knife blade types are =
NOT satisfactory. NO damping is provided.
> While you can use heavily varnished wood for the frame, 3" x 1" x =
1/8" section Aluminum U Channel with 1/8" thick corner plates are easy =
to fabricate. Use SS bolts from a boat/marine supplier to prevent =
corrosion. The frame needs to be very rigid. Quad NdFeB magnet blocks =
give very good performance with a damping blade or a sensor coil. See =
drawings at http://jclahr.com/science/psn/chapman/lehman/index.html
> The period of a pendulum T =3D 2xPixSQRT(L / gxSinA)
> Pi =3D 3.14159, g =3D 9.81 m/s/s, L is in m (0.56m for 1.5 sec), =
suspension angle A is about 1/3 degree.
> Have a look at =
http://jclahr.com/science/psn/chapman/2008%20lehman/lehman_prototype.jpg =
This has a 3" x 3/4" section Al bar frame. I use a SS scalpel blade =
rolling on a 1/2" SS ball bearing on the upright and a 1 kg brass mass =
(non magnetic). DON'T mount the ball on the end of the arm. We have =
'come a very long way' in seismometer design since 1965.
> =20
> Are you looking for a seismometer design?
> =20
> Regards,
> =20
> Chris Chapman
Hi =
Chris,
I'm a complete novice in this field, but I =
would like to build a decent seismograph that could detect local and =
strong distant tremors. I've looked around on the net, but have not seen =
something I was sure I could build AND that would work =
well.
Do you have any =
suggestions?
Regards,
Be=
no=EEt Evans
Does=20
anyone have an opinion on the Pop Sci seismograph plans from 1965? =
Could it be=20
modernized and be useful today?=20
Hi Beno=EEt,
The short answer is not without a complete=20=
redesign. This kit was designed before semiconductor amplifiers became =
readily=20
available, or personal computers and digital recording were invented. To =
view=20
the background microseisms, you need a gain of ~x1,000, but the lever =
gives only=20
about x4. The suspension needs to be changed to either a plane on a =
ball or=20
to crossed rollers. Point in a dimple and knife blade types are NOT=20=
satisfactory. NO damping is provided.
While you can use heavily varnished wood =
for the=20
frame, 3" x 1" x 1/8" section Aluminum U Channel with 1/8" thick corner =
plates=20
are easy to fabricate. Use SS bolts from a boat/marine supplier to =
prevent=20
corrosion. The frame needs to be very rigid. Quad NdFeB magnet blocks =
give very=20
good performance with a damping blade or a sensor coil. See =
drawings at
http://jc=
lahr.com/science/psn/chapman/lehman/index.html
The period of a pendulum T =3D 2xPixSQRT(L =
/ gxSinA)=20
Pi =3D 3.14159, g =3D 9.81 m/s/s, L is in m =
(0.56m for=20
1.5 sec), suspension angle A is about 1/3 degree.
Have a look at
http://jclahr.com/science/psn/chapman/2008%20lehman/lehman_prototy=
pe.jpg This=20
has a 3" x 3/4" section Al bar frame. I use a SS scalpel blade =
rolling on a=20
1/2" SS ball bearing on the upright and a 1 kg brass mass (non =
magnetic).=20
DON'T mount the ball on the end of the arm. We have 'come a very long =
way' in=20
seismometer design since 1965.
Are you looking for a seismometer =
design?
Regards,
Chris Chapman
=
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