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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-

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