The ANSS event ID is usc000rml2 and the event page is at https://earthquake.usgs.gov/earthquakes/eventpage/usc000rml2/executive.
2014/06/26 23:28:03 35.886 -97.263 5.0 3.7 Oklahoma
USGS/SLU Moment Tensor Solution ENS 2014/06/26 23:28:03:0 35.89 -97.26 5.0 3.7 Oklahoma Stations used: AG.FCAR AG.LCAR AG.WHAR GS.KAN12 GS.OK025 GS.OK026 GS.OK027 GS.OK028 GS.OK029 IU.CCM N4.N33B N4.P38B N4.R32B N4.R40B N4.S39B N4.T35B N4.U38B N4.Z35B N4.Z38B NM.MGMO NM.UALR OK.BCOK OK.FNO OK.X37A TA.ABTX TA.TUL1 TA.U40A TA.W39A TA.X40A US.CBKS US.KSU1 US.MIAR US.WMOK Filtering commands used: cut o DIST/3.3 -30 o DIST/3.3 +60 rtr taper w 0.1 hp c 0.03 n 3 lp c 0.07 n 3 Best Fitting Double Couple Mo = 3.27e+21 dyne-cm Mw = 3.61 Z = 3 km Plane Strike Dip Rake NP1 200 90 -170 NP2 110 80 0 Principal Axes: Axis Value Plunge Azimuth T 3.27e+21 7 335 N 0.00e+00 80 200 P -3.27e+21 7 65 Moment Tensor: (dyne-cm) Component Value Mxx 2.07e+21 Mxy -2.47e+21 Mxz 1.94e+20 Myy -2.07e+21 Myz -5.34e+20 Mzz 0.00e+00 ############## # T #############----- #### #############-------- ####################---------- #####################------------- ######################------------ ######################------------- P -#####################-------------- - ----##################------------------ --------##############-------------------- ------------#########--------------------- ----------------#####--------------------- --------------------#--------------------- ------------------########-------------- ------------------################------ ----------------###################### --------------###################### -------------##################### ----------#################### --------#################### -----################# ############## Global CMT Convention Moment Tensor: R T P 0.00e+00 1.94e+20 5.34e+20 1.94e+20 2.07e+21 2.47e+21 5.34e+20 2.47e+21 -2.07e+21 Details of the solution is found at http://www.eas.slu.edu/eqc/eqc_mt/MECH.NA/20140626232803/index.html |
STK = 110 DIP = 80 RAKE = 0 MW = 3.61 HS = 3.0
The NDK file is 20140626232803.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: mLg computed using the IASPEI formula. Center: mLg residuals versus epicentral distance ; the values used for the trimmed mean magnitude estimate are indicated.
Right: residuals as a function of distance and azimuth.
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:
cut o DIST/3.3 -30 o DIST/3.3 +60 rtr taper w 0.1 hp c 0.03 n 3 lp c 0.07 n 3The results of this grid search are as follow:
DEPTH STK DIP RAKE MW FIT WVFGRD96 1.0 110 75 0 3.46 0.4654 WVFGRD96 2.0 115 65 10 3.58 0.5684 WVFGRD96 3.0 110 80 0 3.61 0.6026 WVFGRD96 4.0 110 90 0 3.63 0.6018 WVFGRD96 5.0 290 85 0 3.66 0.5869 WVFGRD96 6.0 295 80 5 3.68 0.5698 WVFGRD96 7.0 290 80 0 3.71 0.5559 WVFGRD96 8.0 295 75 5 3.74 0.5480 WVFGRD96 9.0 295 70 5 3.76 0.5278 WVFGRD96 10.0 295 70 5 3.78 0.5101 WVFGRD96 11.0 295 70 5 3.79 0.4940 WVFGRD96 12.0 295 75 0 3.80 0.4816 WVFGRD96 13.0 295 75 0 3.81 0.4708 WVFGRD96 14.0 295 75 5 3.82 0.4618 WVFGRD96 15.0 295 75 5 3.83 0.4527 WVFGRD96 16.0 295 75 5 3.84 0.4442 WVFGRD96 17.0 295 80 5 3.84 0.4358 WVFGRD96 18.0 295 85 10 3.83 0.4281 WVFGRD96 19.0 295 85 10 3.84 0.4206 WVFGRD96 20.0 295 90 15 3.83 0.4151 WVFGRD96 21.0 295 90 15 3.85 0.4101 WVFGRD96 22.0 115 90 -15 3.85 0.4036 WVFGRD96 23.0 115 85 -15 3.85 0.3993 WVFGRD96 24.0 115 90 -15 3.87 0.3953 WVFGRD96 25.0 115 90 -15 3.88 0.3937 WVFGRD96 26.0 115 90 -15 3.89 0.3924 WVFGRD96 27.0 115 90 -10 3.91 0.3923 WVFGRD96 28.0 115 90 -10 3.92 0.3929 WVFGRD96 29.0 115 85 -15 3.91 0.3937
The best solution is
WVFGRD96 3.0 110 80 0 3.61 0.6026
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
cut o DIST/3.3 -30 o DIST/3.3 +60 rtr taper w 0.1 hp c 0.03 n 3 lp c 0.07 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