principles and applications of microearthquake networks
principles and applications of microearthquake networks
principles and applications of microearthquake networks
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150 6. Methods <strong>of</strong> Data Aizalysis<br />
trial hypocenter (s?, yj*, zj*) <strong>of</strong> thejth earthquake, <strong>and</strong> rj* is the trial origin<br />
time <strong>of</strong> thejth earthquake. Our objective is to adjust the trial hypocenter<br />
<strong>and</strong> velocity parameters (e) simultaneously such that the sum <strong>of</strong> the<br />
squares <strong>of</strong> the arrival time residuals is minimized. We now generalize<br />
Geiger's method as given in Section 6.1.2 for our present problem.<br />
The objective function for the least-squares minimization [Eq. (6.8)] as<br />
applied to the simultaneous inversion is<br />
(6.27)<br />
n m<br />
j=1 k=1<br />
where yjk(6*) is given by Eq. (6.26). We may consider the set <strong>of</strong> arrival<br />
time residuals yjk(tT), for k = 1, 2, . . - , rn, <strong>and</strong>j = 1, 2, . . . , iz, as<br />
components <strong>of</strong> a vector r in a Euclidean space <strong>of</strong> mn dimensions, i.e.,<br />
(6.28) r = (rI1, r12. . . . yll,t. rzl, rZ2, . . . , rZmr<br />
... , rn1. rn2. . * . , G dT<br />
The adjustment vector [Eq. (6.10)] now becomes<br />
(6.29) 8e = @r1, 6~,, 6y,, SZ,, St,. SX,, Sy,, SZ,<br />
. * - 7 6t,, Sxn, Sv,, 6~,, 6111, 6~2, . . . , ~ u L ) ~<br />
<strong>and</strong> it is to be determined from a set <strong>of</strong> linear equations similar to Eq.<br />
(6.19). We then replace the trial parameter vector e* by (5" + 66) <strong>and</strong><br />
repeat the iteration until some cut<strong>of</strong>f criteria are met.<br />
To apply the Gauss-Newton method to the simultaneous inversion<br />
problem, a set <strong>of</strong> linear equations is to be solved for the adjustment vector<br />
8& at each iteration step. In this case, we may generalize Eq. (6.11) or<br />
equivalently, Eq. (6.18), to read<br />
(6.30) B SQ = -r<br />
where B is the Jacobian matrix generalized to include a set <strong>of</strong> n earthquakes<br />
<strong>and</strong> a set <strong>of</strong> L velocity parameters, i.e.,<br />
i<br />
I<br />
0 I<br />
I<br />
I<br />
I<br />
.. 0 I<br />
I<br />
(6.31) B =<br />
I<br />
I C<br />
I<br />
\0 0 0 ... An I /<br />
where the 0's are m X 4 matrices with zero elements, the A's are rn X 4<br />
Jacobian matrices given in a manner similar to Eq. (6.13) as