2008/10/13 04:10:09 39.2490 21.4440 38.0 4.00
USGS Felt map for this earthquake
USGS/SLU Moment Tensor Solution 2008/10/13 04:10:09 39.2490 21.4440 38.0 4.00 Best Fitting Double Couple Mo = 8.81e+21 dyne-cm Mw = 3.93 Z = 19 km Plane Strike Dip Rake NP1 242 84 125 NP2 340 35 10 Principal Axes: Axis Value Plunge Azimuth T 8.81e+21 41 184 N 0.00e+00 34 58 P -8.81e+21 31 304 Moment Tensor: (dyne-cm) Component Value Mxx 3.03e+21 Mxy 3.35e+21 Mxz -6.50e+21 Myy -4.47e+21 Myz 2.92e+21 Mzz 1.44e+21 --############ ------------########## ------------------########## ----------------------######## -------------------------######### ---- ---------------------######## ----- P ----------------------###----- ------ ---------------------##-------- --------------------------#######------- -----------------------###########-------- --------------------###############------- ----------------###################------- -------------######################------- ---------#########################------ ------############################------ ---##############################----- ################ ############----- ############### T ############---- ############# ###########--- #########################--- ####################-- ############## Harvard Convention Moment Tensor: R T F 1.44e+21 -6.50e+21 -2.92e+21 -6.50e+21 3.03e+21 -3.35e+21 -2.92e+21 -3.35e+21 -4.47e+21 Details of the solution is found at http://www.eas.slu.edu/Earthquake_Center/MECH.NA/20081013041009/index.html |
STK = 340 DIP = 35 RAKE = 10 MW = 3.93 HS = 19.0
The waveform inversion is preferred.
The following compares this source inversion to others
USGS/SLU Moment Tensor Solution 2008/10/13 04:10:09 39.2490 21.4440 38.0 4.00 Best Fitting Double Couple Mo = 8.81e+21 dyne-cm Mw = 3.93 Z = 19 km Plane Strike Dip Rake NP1 242 84 125 NP2 340 35 10 Principal Axes: Axis Value Plunge Azimuth T 8.81e+21 41 184 N 0.00e+00 34 58 P -8.81e+21 31 304 Moment Tensor: (dyne-cm) Component Value Mxx 3.03e+21 Mxy 3.35e+21 Mxz -6.50e+21 Myy -4.47e+21 Myz 2.92e+21 Mzz 1.44e+21 --############ ------------########## ------------------########## ----------------------######## -------------------------######### ---- ---------------------######## ----- P ----------------------###----- ------ ---------------------##-------- --------------------------#######------- -----------------------###########-------- --------------------###############------- ----------------###################------- -------------######################------- ---------#########################------ ------############################------ ---##############################----- ################ ############----- ############### T ############---- ############# ###########--- #########################--- ####################-- ############## Harvard Convention Moment Tensor: R T F 1.44e+21 -6.50e+21 -2.92e+21 -6.50e+21 3.03e+21 -3.35e+21 -2.92e+21 -3.35e+21 -4.47e+21 Details of the solution is found at http://www.eas.slu.edu/Earthquake_Center/MECH.NA/20081013041009/index.html |
The focal mechanism was determined using broadband seismic waveforms. The location of the event and the and stations used for the waveform inversion are shown in the next figure.
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The program wvfgrd96 was used with good traces observed at short distance to determine the focal mechanism, depth and seismic moment. This technique requires a high quality signal and well determined velocity model for the Green functions. To the extent that these are the quality data, this type of mechanism should be preferred over the radiation pattern technique which requires the separate step of defining the pressure and tension quadrants and the correct strike.
The observed and predicted traces are filtered using the following gsac commands:
hp c 0.0125 n 3 lp c 0.033 n 3The results of this grid search from 0.5 to 19 km depth are as follow:
DEPTH STK DIP RAKE MW FIT WVFGRD96 0.5 120 40 -35 3.76 0.4458 WVFGRD96 1.0 120 45 -35 3.77 0.4553 WVFGRD96 2.0 120 40 -30 3.83 0.4773 WVFGRD96 3.0 120 45 -30 3.84 0.4736 WVFGRD96 4.0 120 45 -25 3.86 0.4623 WVFGRD96 5.0 120 45 -25 3.87 0.4523 WVFGRD96 6.0 315 30 -5 3.90 0.4551 WVFGRD96 7.0 320 30 0 3.89 0.4800 WVFGRD96 8.0 325 25 0 3.95 0.4997 WVFGRD96 9.0 330 25 0 3.94 0.5257 WVFGRD96 10.0 325 30 15 3.94 0.5499 WVFGRD96 11.0 330 30 20 3.94 0.5680 WVFGRD96 12.0 335 30 10 3.92 0.5834 WVFGRD96 13.0 340 30 15 3.92 0.5961 WVFGRD96 14.0 340 30 15 3.92 0.6058 WVFGRD96 15.0 340 35 20 3.93 0.6128 WVFGRD96 16.0 340 35 20 3.93 0.6187 WVFGRD96 17.0 340 35 15 3.92 0.6223 WVFGRD96 18.0 340 35 10 3.92 0.6245 WVFGRD96 19.0 340 35 10 3.93 0.6252 WVFGRD96 20.0 340 35 10 3.93 0.6241 WVFGRD96 21.0 345 35 15 3.94 0.6229 WVFGRD96 22.0 345 35 15 3.94 0.6200 WVFGRD96 23.0 340 40 10 3.94 0.6163 WVFGRD96 24.0 340 40 10 3.94 0.6127 WVFGRD96 25.0 345 40 15 3.95 0.6083 WVFGRD96 26.0 345 40 15 3.95 0.6030 WVFGRD96 27.0 345 40 15 3.95 0.5971 WVFGRD96 28.0 345 40 15 3.96 0.5907 WVFGRD96 29.0 345 45 15 3.96 0.5839 WVFGRD96 30.0 345 45 15 3.97 0.5778 WVFGRD96 31.0 345 45 15 3.97 0.5713 WVFGRD96 32.0 345 45 15 3.97 0.5644 WVFGRD96 33.0 345 45 15 3.97 0.5570 WVFGRD96 34.0 345 45 20 3.98 0.5492 WVFGRD96 35.0 345 50 20 3.99 0.5427 WVFGRD96 36.0 345 50 20 3.99 0.5361 WVFGRD96 37.0 345 50 20 4.00 0.5290 WVFGRD96 38.0 345 50 20 4.00 0.5213 WVFGRD96 39.0 345 50 20 4.00 0.5135
The best solution is
WVFGRD96 19.0 340 35 10 3.93 0.6252
The mechanism correspond to the best fit is
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The best fit as a function of depth is given in the following figure:
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The comparison of the observed and predicted waveforms is given in the next figure. The red traces are the observed and the blue are the predicted. Each observed-predicted componnet is plotted to the same scale and peak amplitudes are indicated by the numbers to the left of each trace. The number in black at the rightr of each predicted traces it the time shift required for maximum correlation between the observed and predicted traces. This time shift is required because the synthetics are not computed at exactly the same distance as the observed and because the velocity model used in the predictions may not be perfect. A positive time shift indicates that the prediction is too fast and should be delayed to match the observed trace (shift to the right in this figure). A negative value indicates that the prediction is too slow. The bandpass filter used in the processing and for the display was
hp c 0.0125 n 3 lp c 0.033 n 3
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Focal mechanism sensitivity at the preferred depth. The red color indicates a very good fit to thewavefroms. Each solution is plotted as a vector at a given value of strike and dip with the angle of the vector representing the rake angle, measured, with respect to the upward vertical (N) in the figure. |
Should the national backbone of the USGS Advanced National Seismic System (ANSS) be implemented with an interstation separation of 300 km, it is very likely that an earthquake such as this would have been recorded at distances on the order of 100-200 km. This means that the closest station would have information on source depth and mechanism that was lacking here.
Dr. Harley Benz, USGS, provided the USGS USNSN digital data. The digital data used in this study were provided by Natural Resources Canada through their AUTODRM site http://www.seismo.nrcan.gc.ca/nwfa/autodrm/autodrm_req_e.php, and IRIS using their BUD interface.
Thanks also to the many seismic network operators whose dedication make this effort possible: University of Alaska, University of Washington, Oregon State University, University of Utah, Montana Bureas of Mines, UC Berkely, Caltech, UC San Diego, Saint L ouis University, Universityof Memphis, Lamont Doehrty Earth Observatory, Boston College, the Iris stations and the Transportable Array of EarthScope.
The WUS used for the waveform synthetic seismograms and for the surface wave eigenfunctions and dispersion is as follows:
MODEL.01 Model after 8 iterations ISOTROPIC KGS FLAT EARTH 1-D CONSTANT VELOCITY LINE08 LINE09 LINE10 LINE11 H(KM) VP(KM/S) VS(KM/S) RHO(GM/CC) QP QS ETAP ETAS FREFP FREFS 1.9000 3.4065 2.0089 2.2150 0.302E-02 0.679E-02 0.00 0.00 1.00 1.00 6.1000 5.5445 3.2953 2.6089 0.349E-02 0.784E-02 0.00 0.00 1.00 1.00 13.0000 6.2708 3.7396 2.7812 0.212E-02 0.476E-02 0.00 0.00 1.00 1.00 19.0000 6.4075 3.7680 2.8223 0.111E-02 0.249E-02 0.00 0.00 1.00 1.00 0.0000 7.9000 4.6200 3.2760 0.164E-10 0.370E-10 0.00 0.00 1.00 1.00
Here we tabulate the reasons for not using certain digital data sets
The following stations did not have a valid response files:
DATE=Sun Oct 12 23:42:30 MDT 2008