The ANSS event ID is usp0001hzu and the event page is at https://earthquake.usgs.gov/earthquakes/eventpage/usp0001hzu/executive.
1982/01/11 21:41:07 46.975 -66.659 7 5.14 NB, Canada
USGS/SLU Moment Tensor Solution
ENS 1982/01/11 21:41:07:0 46.975 -66.659 7.0 5.1 NB, Canada
Stations used:
Filtering commands used:
Best Fitting Double Couple
Mo = 6.46e+23 dyne-cm
Mw = 5.14
Z = 8 km
Plane Strike Dip Rake
NP1 200 60 125
NP2 326 45 45
Principal Axes:
Axis Value Plunge Azimuth
T 6.46e+23 59 161
N 0.00e+00 30 1
P -6.46e+23 9 266
Moment Tensor: (dyne-cm)
Component Value
Mxx 1.53e+23
Mxy -9.85e+22
Mxz -2.64e+23
Myy -6.11e+23
Myz 1.85e+23
Mzz 4.58e+23
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P ----------#####################--------
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----------########## T ##########-----
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Global CMT Convention Moment Tensor:
R T P
4.58e+23 -2.64e+23 -1.85e+23
-2.64e+23 1.53e+23 9.85e+22
-1.85e+23 9.85e+22 -6.11e+23
Details of the solution is found at
http://www.eas.slu.edu/eqc/eqc_mt/MECH.NA/19820111214107/index.html
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STK = 200
DIP = 60
RAKE = 125
MW = 5.14
HS = 8
The NDK file is 19820111214107.ndk
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Older earthquake were studied using analog seismograms, which were digitized and analyzed. The original data are not longer available. However focal mechanism solutions based on the waveforms are given in published literature. At the same time, a given earthquake may have been analyzed independently, and the reference is given here.
For this earthquake the source reference is the following:
Nguyen, B. V., and R. B. Herrmann (1992). Determination of source parameters for central and eastern North American earthquakes (1982-1986), Seism. Res. Letters 63, 567-586.
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