The ANSS event ID is NONE and the event page is at https://earthquake.usgs.gov/earthquakes/eventpage/NONE/executive.
2010/12/19 05:05:28 35.824 -96.822 5.0 3.60 Oklahoma
USGS/SLU Moment Tensor Solution ENS 2010/12/19 05:05:28:0 35.82 -96.82 5.0 3.6 Oklahoma Stations used: TA.234A TA.M31A TA.M33A TA.M35A TA.N38A TA.O33A TA.O35A TA.P31A TA.P32A TA.P34A TA.P35A TA.P37A TA.Q30A TA.Q31A TA.Q32A TA.Q35A TA.Q37A TA.R29A TA.R32A TA.R33A TA.R34A TA.R35A TA.R36A TA.R37A TA.S33A TA.S34A TA.S35A TA.S36A TA.S37A TA.T32A TA.T33A TA.T34A TA.T35A TA.T36A TA.T37A TA.U34A TA.U35A TA.U36A TA.V36A TA.W33A TA.W35A TA.W36A TA.WHTX US.WMOK Filtering commands used: hp c 0.03 n 4 lp c 0.06 n 4 Best Fitting Double Couple Mo = 1.12e+21 dyne-cm Mw = 3.30 Z = 2 km Plane Strike Dip Rake NP1 93 45 -95 NP2 280 45 -85 Principal Axes: Axis Value Plunge Azimuth T 1.12e+21 0 186 N 0.00e+00 4 96 P -1.12e+21 86 278 Moment Tensor: (dyne-cm) Component Value Mxx 1.11e+21 Mxy 1.26e+20 Mxz -1.20e+19 Myy 1.01e+19 Myz 6.81e+19 Mzz -1.12e+21 ############## ###################### ############################ ############################## ################################## #######-----------------############ ####-------------------------######### ##-------------------------------####### -----------------------------------##### ---------------- -------------------#### ---------------- P --------------------### #--------------- ---------------------## ###--------------------------------------- ###-----------------------------------## ######------------------------------#### ########------------------------###### ###########---------------########## ################################## ############################## ############################ ####### ############ ### T ######## Global CMT Convention Moment Tensor: R T P -1.12e+21 -1.20e+19 -6.81e+19 -1.20e+19 1.11e+21 -1.26e+20 -6.81e+19 -1.26e+20 1.01e+19 Details of the solution is found at http://www.eas.slu.edu/eqc/eqc_mt/MECH.NA/20101219050528/index.html |
STK = 280 DIP = 45 RAKE = -85 MW = 3.30 HS = 2.0
The NDK file is 20101219050528.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.
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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.
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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'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 0.03 n 4 lp c 0.06 n 4The results of this grid search are as follow:
DEPTH STK DIP RAKE MW FIT WVFGRD96 0.5 115 55 -65 3.22 0.4532 WVFGRD96 1.0 285 40 -75 3.26 0.4680 WVFGRD96 2.0 280 45 -85 3.30 0.4815 WVFGRD96 3.0 100 45 -85 3.36 0.4778 WVFGRD96 4.0 100 40 -85 3.40 0.4323 WVFGRD96 5.0 295 25 -65 3.44 0.3938 WVFGRD96 6.0 85 70 -105 3.42 0.3809 WVFGRD96 7.0 305 25 -55 3.40 0.3739 WVFGRD96 8.0 310 25 -50 3.45 0.3849 WVFGRD96 9.0 310 25 -50 3.44 0.3821 WVFGRD96 10.0 315 25 -40 3.41 0.3810 WVFGRD96 11.0 325 30 -30 3.41 0.3806 WVFGRD96 12.0 335 35 -15 3.40 0.3820 WVFGRD96 13.0 345 45 10 3.42 0.3851 WVFGRD96 14.0 345 45 15 3.43 0.3894 WVFGRD96 15.0 345 45 20 3.43 0.3920 WVFGRD96 16.0 345 45 20 3.43 0.3943 WVFGRD96 17.0 345 50 25 3.45 0.3960 WVFGRD96 18.0 345 50 25 3.45 0.3970 WVFGRD96 19.0 345 50 25 3.46 0.3971 WVFGRD96 20.0 345 50 25 3.46 0.3965 WVFGRD96 21.0 345 50 25 3.48 0.3931 WVFGRD96 22.0 345 50 30 3.48 0.3910 WVFGRD96 23.0 345 50 30 3.49 0.3885 WVFGRD96 24.0 345 50 30 3.49 0.3853 WVFGRD96 25.0 345 50 30 3.50 0.3817 WVFGRD96 26.0 345 50 30 3.50 0.3776 WVFGRD96 27.0 350 50 35 3.51 0.3732 WVFGRD96 28.0 345 55 35 3.52 0.3686 WVFGRD96 29.0 345 55 35 3.53 0.3637
The best solution is
WVFGRD96 2.0 280 45 -85 3.30 0.4815
The mechanism corresponding 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 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 0.03 n 4 lp c 0.06 n 4
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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. |
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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