The ANSS event ID is usp000hqty and the event page is at https://earthquake.usgs.gov/earthquakes/eventpage/usp000hqty/executive.
2010/12/12 00:27:40 65.225 -134.925 1.0 4 Yukon, Canada
USGS/SLU Moment Tensor Solution ENS 2010/12/12 00:27:40:0 65.22 -134.93 1.0 4.0 Yukon, Canada Stations used: AK.HDA AT.MENT CN.DAWY CN.INK CN.PLBC CN.WHY US.EGAK Filtering commands used: hp c 0.02 n 3 lp c 0.06 n 3 Best Fitting Double Couple Mo = 1.35e+22 dyne-cm Mw = 4.02 Z = 9 km Plane Strike Dip Rake NP1 140 85 -175 NP2 50 85 -5 Principal Axes: Axis Value Plunge Azimuth T 1.35e+22 0 275 N 0.00e+00 83 185 P -1.35e+22 7 5 Moment Tensor: (dyne-cm) Component Value Mxx -1.31e+22 Mxy -2.43e+21 Mxz -1.64e+21 Myy 1.33e+22 Myz -1.53e+20 Mzz -2.04e+20 ------- P ---- ----------- -------- #--------------------------- ###--------------------------- ######--------------------------## #########----------------------##### ###########-------------------######## #############----------------########### ##############------------############# T ###############---------################ #################-----################## ####################--#################### ####################--#################### ################------################## ##############----------################ ###########--------------############# #######------------------########### ###-----------------------######## --------------------------#### ---------------------------# ---------------------- -------------- Global CMT Convention Moment Tensor: R T P -2.04e+20 -1.64e+21 1.53e+20 -1.64e+21 -1.31e+22 2.43e+21 1.53e+20 2.43e+21 1.33e+22 Details of the solution is found at http://www.eas.slu.edu/eqc/eqc_mt/MECH.NA/20101212002740/index.html |
STK = 50 DIP = 85 RAKE = -5 MW = 4.02 HS = 9.0
The NDK file is 20101212002740.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 0.06 n 3The results of this grid search are as follow:
DEPTH STK DIP RAKE MW FIT WVFGRD96 0.5 65 65 -20 3.79 0.3943 WVFGRD96 1.0 65 40 -10 3.89 0.4113 WVFGRD96 2.0 60 60 -15 3.85 0.4479 WVFGRD96 3.0 60 70 -5 3.86 0.4784 WVFGRD96 4.0 60 75 0 3.88 0.5065 WVFGRD96 5.0 235 80 15 3.94 0.5298 WVFGRD96 6.0 235 80 10 3.95 0.5513 WVFGRD96 7.0 50 85 -5 3.99 0.5567 WVFGRD96 8.0 230 85 10 4.01 0.5744 WVFGRD96 9.0 50 85 -5 4.02 0.5772 WVFGRD96 10.0 230 85 5 4.03 0.5751 WVFGRD96 11.0 50 85 -5 4.03 0.5695 WVFGRD96 12.0 230 85 5 4.04 0.5566 WVFGRD96 13.0 230 80 -5 4.03 0.5422 WVFGRD96 14.0 230 85 -5 4.04 0.5377 WVFGRD96 15.0 230 85 -5 4.04 0.5296 WVFGRD96 16.0 240 80 -5 3.97 0.5216 WVFGRD96 17.0 240 80 -5 3.98 0.5201 WVFGRD96 18.0 240 80 -5 3.99 0.5146 WVFGRD96 19.0 240 80 -10 3.99 0.5122 WVFGRD96 20.0 240 80 -10 4.00 0.5101 WVFGRD96 21.0 240 80 -10 4.01 0.5059 WVFGRD96 22.0 240 80 -10 4.01 0.5044 WVFGRD96 23.0 240 80 -10 4.02 0.4992 WVFGRD96 24.0 240 80 -10 4.02 0.4935 WVFGRD96 25.0 240 80 -10 4.03 0.4903 WVFGRD96 26.0 240 80 -10 4.04 0.4839 WVFGRD96 27.0 240 80 -10 4.04 0.4773 WVFGRD96 28.0 245 85 -10 4.03 0.4737 WVFGRD96 29.0 245 85 -10 4.04 0.4679
The best solution is
WVFGRD96 9.0 50 85 -5 4.02 0.5772
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 0.06 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 CUS.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 CUS Model with Q from simple gamma values 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 1.0000 5.0000 2.8900 2.5000 0.172E-02 0.387E-02 0.00 0.00 1.00 1.00 9.0000 6.1000 3.5200 2.7300 0.160E-02 0.363E-02 0.00 0.00 1.00 1.00 10.0000 6.4000 3.7000 2.8200 0.149E-02 0.336E-02 0.00 0.00 1.00 1.00 20.0000 6.7000 3.8700 2.9020 0.000E-04 0.000E-04 0.00 0.00 1.00 1.00 0.0000 8.1500 4.7000 3.3640 0.194E-02 0.431E-02 0.00 0.00 1.00 1.00