principles and applications of microearthquake networks
principles and applications of microearthquake networks
principles and applications of microearthquake networks
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2.2. Central Calfornicr i2Iic.roeiirthyrrulie Netwvrk 35<br />
00 = 27TfO<br />
<strong>and</strong> p can be interpreted as a damping coefficient.<br />
For example, if Eq. (2.8) is taken as the frequency response <strong>of</strong> the<br />
complete seismic system, then the impulse response in the time domain is<br />
I (2.10) f(t) = (2 ~TT)-I F( w ) exdiwt) do<br />
--r<br />
When this integral is evaluated, the residue at thejth pole is found to be<br />
bj(aj) exp(iaJt), where<br />
b,( ar) means bj evaluated at o = ai, <strong>and</strong> the factors Ai have been ignored.<br />
The impulse response for the complete seismic system is written as<br />
(2.12)<br />
Expressions similar in form to Eq. (2.12) were derived by Healy <strong>and</strong><br />
O'Neill(l977) for the time domain representation <strong>of</strong> the amplifier step test<br />
<strong>and</strong> the seismometer release test.<br />
Starting with the expression for the time domain form <strong>of</strong> the amplifier<br />
step test, Healy <strong>and</strong> O'Neill (1977) applied a least-squares method to<br />
calculate the locations <strong>of</strong> the poles a,. Trial values <strong>of</strong> the ai <strong>and</strong> fixed<br />
values <strong>of</strong> I <strong>and</strong> n were determined from calibration <strong>of</strong> various components<br />
<strong>of</strong> the system-for the step test this is the amplifier, VCO, <strong>and</strong> the discriminator.<br />
Refined values for the poles ai were computed by least<br />
squares, <strong>and</strong> these were substituted into Eq. (2.9) to computefo <strong>and</strong> p.<br />
The refined values also were substituted into Eq. (2.81, <strong>and</strong> a theoretical<br />
response was computed for the amplifier-VCO-discriminator combination.<br />
The agreement between the calculated response <strong>and</strong> that determined<br />
by calibration in the laboratory was very good.<br />
Stewart <strong>and</strong> O'Neill (1980) used Eq. (2.8) to calculate the ,frequency<br />
response for various combinations <strong>of</strong> units used in the USGS Central<br />
California Microearthquake Network. We shall illustrate their method by<br />
calculating the response <strong>of</strong> the complete seismic system from seismometer<br />
to the viewing screen used for the 16-mm Develocorder films.<br />
Before the system response can be calculated from Eq. (2.8), the constants<br />
I, n, Ci, ai, <strong>and</strong> Ai must be determined. It is convenient to divide the<br />
complete system into four units <strong>and</strong> to determine these constants sepa-