The ANSS event ID is ak02010h5bay and the event page is at https://earthquake.usgs.gov/earthquakes/eventpage/ak02010h5bay/executive.
2020/01/22 05:58:35 67.513 -160.922 9.8 3.5 Alaska
USGS/SLU Moment Tensor Solution
ENS 2020/01/22 05:58:35:0 67.51 -160.92 9.8 3.5 Alaska
Stations used:
AK.RDOG TA.C18K TA.C19K TA.D19K TA.D20K TA.E19K TA.E21K
TA.E22K TA.F17K TA.F19K TA.F20K TA.G18K TA.G19K TA.G21K
TA.H17K TA.H18K TA.H19K
Filtering commands used:
cut o DIST/3.3 -40 o DIST/3.3 +50
rtr
taper w 0.1
hp c 0.03 n 3
lp c 0.10 n 3
br c 0.12 0.25 n 4 p 2
Best Fitting Double Couple
Mo = 3.39e+21 dyne-cm
Mw = 3.62
Z = 12 km
Plane Strike Dip Rake
NP1 155 55 -50
NP2 279 51 -133
Principal Axes:
Axis Value Plunge Azimuth
T 3.39e+21 2 218
N 0.00e+00 32 309
P -3.39e+21 58 124
Moment Tensor: (dyne-cm)
Component Value
Mxx 1.80e+21
Mxy 2.08e+21
Mxz 7.57e+20
Myy 6.37e+20
Myz -1.33e+21
Mzz -2.44e+21
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------##------------------############
---######----------------------#########
-########-------------------------######
###########--------------------------#####
###########----------------------------###
############----------------------------##
#############------------- ------------#
############------------- P ------------
#############------------ ------------
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# ##########----------------
T #############------------
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Global CMT Convention Moment Tensor:
R T P
-2.44e+21 7.57e+20 1.33e+21
7.57e+20 1.80e+21 -2.08e+21
1.33e+21 -2.08e+21 6.37e+20
Details of the solution is found at
http://www.eas.slu.edu/eqc/eqc_mt/MECH.NA/20200122055835/index.html
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STK = 155
DIP = 55
RAKE = -50
MW = 3.62
HS = 12.0
The NDK file is 20200122055835.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.
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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:
cut o DIST/3.3 -40 o DIST/3.3 +50 rtr taper w 0.1 hp c 0.03 n 3 lp c 0.10 n 3 br c 0.12 0.25 n 4 p 2The results of this grid search are as follow:
DEPTH STK DIP RAKE MW FIT
WVFGRD96 1.0 160 90 5 3.20 0.3744
WVFGRD96 2.0 345 85 -5 3.33 0.5262
WVFGRD96 3.0 345 85 -10 3.37 0.5426
WVFGRD96 4.0 170 85 40 3.45 0.5475
WVFGRD96 5.0 165 45 -20 3.48 0.5921
WVFGRD96 6.0 165 45 -25 3.50 0.6330
WVFGRD96 7.0 160 45 -35 3.52 0.6633
WVFGRD96 8.0 155 40 -45 3.59 0.6778
WVFGRD96 9.0 150 50 -55 3.62 0.7099
WVFGRD96 10.0 150 50 -55 3.62 0.7291
WVFGRD96 11.0 155 55 -50 3.62 0.7379
WVFGRD96 12.0 155 55 -50 3.62 0.7411
WVFGRD96 13.0 160 55 -45 3.62 0.7394
WVFGRD96 14.0 160 55 -40 3.62 0.7378
WVFGRD96 15.0 160 60 -40 3.63 0.7357
WVFGRD96 16.0 165 60 -35 3.64 0.7315
WVFGRD96 17.0 165 60 -35 3.65 0.7258
WVFGRD96 18.0 165 60 -35 3.66 0.7197
WVFGRD96 19.0 165 60 -30 3.67 0.7120
WVFGRD96 20.0 165 60 -30 3.68 0.7022
WVFGRD96 21.0 165 60 -35 3.69 0.6920
WVFGRD96 22.0 165 60 -35 3.70 0.6802
WVFGRD96 23.0 165 65 -35 3.71 0.6671
WVFGRD96 24.0 165 65 -35 3.72 0.6522
WVFGRD96 25.0 165 65 -35 3.73 0.6359
WVFGRD96 26.0 165 65 -30 3.73 0.6180
WVFGRD96 27.0 165 65 -30 3.74 0.5987
WVFGRD96 28.0 165 65 -30 3.74 0.5798
WVFGRD96 29.0 165 70 -30 3.75 0.5602
The best solution is
WVFGRD96 12.0 155 55 -50 3.62 0.7411
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
cut o DIST/3.3 -40 o DIST/3.3 +50 rtr taper w 0.1 hp c 0.03 n 3 lp c 0.10 n 3 br c 0.12 0.25 n 4 p 2
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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