The ANSS event ID is usp000gcvk and the event page is at https://earthquake.usgs.gov/earthquakes/eventpage/usp000gcvk/executive.
2008/07/22 09:32:51 42.897 -111.213 5.0 3.3 Idaho
USGS/SLU Moment Tensor Solution ENS 2008/07/22 09:32:51:0 42.90 -111.21 5.0 3.3 Idaho Stations used: IW.LOHW IW.RRI2 IW.SNOW TA.I13A TA.I16A TA.I18A TA.J15A TA.J16A TA.J17A TA.J18A TA.K14A TA.K15A TA.K16A TA.K17A TA.K18A TA.L14A TA.L15A TA.L17A TA.L18A TA.M13A TA.M14A TA.M15A TA.M17A TA.N13A US.HLID Filtering commands used: hp c 0.02 n 3 lp c 0.10 n 3 Best Fitting Double Couple Mo = 1.29e+21 dyne-cm Mw = 3.34 Z = 6 km Plane Strike Dip Rake NP1 314 76 154 NP2 50 65 15 Principal Axes: Axis Value Plunge Azimuth T 1.29e+21 28 270 N 0.00e+00 61 108 P -1.29e+21 8 4 Moment Tensor: (dyne-cm) Component Value Mxx -1.26e+21 Mxy -7.01e+19 Mxz -1.74e+20 Myy 1.01e+21 Myz -5.41e+20 Mzz 2.55e+20 ------- P ---- ----------- -------- ---------------------------- #----------------------------- #######--------------------------# ###########----------------------### ###############------------------##### ##################----------------###### ####################-------------####### #######################---------########## #### ##################------########### #### T ####################--############# #### ####################-############## ########################-----########### ######################--------########## ##################-------------####### ##############-----------------##### #########----------------------### ------------------------------ ---------------------------- ---------------------- -------------- Global CMT Convention Moment Tensor: R T P 2.55e+20 -1.74e+20 5.41e+20 -1.74e+20 -1.26e+21 7.01e+19 5.41e+20 7.01e+19 1.01e+21 Details of the solution is found at http://www.eas.slu.edu/eqc/eqc_mt/MECH.NA/20080722093251/index.html |
STK = 50 DIP = 65 RAKE = 15 MW = 3.34 HS = 6.0
The NDK file is 20080722093251.ndk The waveform inversion is preferred.
Given the availability of digital waveforms for determination of the moment tensor, this section documents the added processing leading to mLg, if appropriate to the region, and ML by application of the respective IASPEI formulae. As a research study, the linear distance term of the IASPEI formula for ML is adjusted to remove a linear distance trend in residuals to give a regionally defined ML. The defined ML uses horizontal component recordings, but the same procedure is applied to the vertical components since there may be some interest in vertical component ground motions. Residual plots versus distance may indicate interesting features of ground motion scaling in some distance ranges. A residual plot of the regionalized magnitude is given as a function of distance and azimuth, since data sets may transcend different wave propagation provinces.
Left: ML computed using the IASPEI formula for Horizontal components. Center: ML residuals computed using a modified IASPEI formula that accounts for path specific attenuation; the values used for the trimmed mean are indicated. The ML relation used for each figure is given at the bottom of each plot.
Right: Residuals from new relation as a function of distance and azimuth.
Left: ML computed using the IASPEI formula for Vertical components (research). Center: ML residuals computed using a modified IASPEI formula that accounts for path specific attenuation; the values used for the trimmed mean are indicated. The ML relation used for each figure is given at the bottom of each plot.
Right: Residuals from new relation as a function of distance and azimuth.
![]() |
The focal mechanism was determined using broadband seismic waveforms. The location of the event (star) and the stations used for (red) the waveform inversion are shown in the next figure.
![]() |
|
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's 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 0.02 n 3 lp c 0.10 n 3The results of this grid search are as follow:
DEPTH STK DIP RAKE MW FIT WVFGRD96 0.5 50 80 15 2.98 0.3207 WVFGRD96 1.0 50 80 15 3.01 0.3405 WVFGRD96 2.0 50 80 20 3.16 0.4329 WVFGRD96 3.0 40 45 -20 3.29 0.4816 WVFGRD96 4.0 40 50 -25 3.31 0.5150 WVFGRD96 5.0 50 65 20 3.32 0.5269 WVFGRD96 6.0 50 65 15 3.34 0.5314 WVFGRD96 7.0 50 70 15 3.37 0.5281 WVFGRD96 8.0 50 65 10 3.41 0.5137 WVFGRD96 9.0 50 70 10 3.42 0.4965 WVFGRD96 10.0 50 70 10 3.44 0.4778 WVFGRD96 11.0 50 75 10 3.45 0.4583 WVFGRD96 12.0 50 75 5 3.46 0.4379 WVFGRD96 13.0 50 75 5 3.47 0.4179 WVFGRD96 14.0 45 70 -15 3.49 0.3986 WVFGRD96 15.0 45 70 -15 3.50 0.3799 WVFGRD96 16.0 45 75 -20 3.51 0.3629 WVFGRD96 17.0 45 75 -20 3.51 0.3477 WVFGRD96 18.0 45 70 -20 3.52 0.3333 WVFGRD96 19.0 45 70 -20 3.53 0.3197 WVFGRD96 20.0 45 70 -20 3.53 0.3066 WVFGRD96 21.0 45 70 -20 3.53 0.2942 WVFGRD96 22.0 45 70 -20 3.54 0.2829 WVFGRD96 23.0 50 70 -10 3.53 0.2718 WVFGRD96 24.0 50 70 -10 3.54 0.2623 WVFGRD96 25.0 140 85 20 3.54 0.2677 WVFGRD96 26.0 140 85 20 3.55 0.2729 WVFGRD96 27.0 320 90 -20 3.56 0.2778 WVFGRD96 28.0 140 90 20 3.57 0.2823 WVFGRD96 29.0 140 90 20 3.58 0.2891
The best solution is
WVFGRD96 6.0 50 65 15 3.34 0.5314
The mechanism corresponding to the best fit is
![]() |
|
The best fit as a function of depth is given in the following figure:
![]() |
|
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 component is plotted to the same scale and peak amplitudes are indicated by the numbers to the left of each trace. A pair of numbers is given in black at the right of each predicted traces. The upper number 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, the velocity model used in the predictions may not be perfect and the epicentral parameters may be be off. 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 lower number gives the percentage of variance reduction to characterize the individual goodness of fit (100% indicates a perfect fit).
The bandpass filter used in the processing and for the display was
hp c 0.02 n 3 lp c 0.10 n 3
![]() |
Figure 3. Waveform comparison for selected depth. Red: observed; Blue - predicted. The time shift with respect to the model prediction is indicated. The percent of fit is also indicated. The time scale is relative to the first trace sample. |
![]() |
Focal mechanism sensitivity at the preferred depth. The red color indicates a very good fit to the waveforms. 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. |
A check on the assumed source location is possible by looking at the time shifts between the observed and predicted traces. The time shifts for waveform matching arise for several reasons:
Time_shift = A + B cos Azimuth + C Sin Azimuth
The time shifts for this inversion lead to the next figure:
The derived shift in origin time and epicentral coordinates are given at the bottom of the figure.
The WUS.model used for the waveform synthetic seismograms and for the surface wave eigenfunctions and dispersion is as follows (The format is in the model96 format of Computer Programs in Seismology).
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