Location

2002/05/15 17:54:48 42.2310 -121.9010 8.1 4.30 Oregon

Arrival Times (from USGS)

Arrival time list

Felt Map

USGS Felt map for this earthquake

USGS Felt reports page for Pacific Northwest

Focal Mechanism

 SLU Moment Tensor Solution
 2002/05/15 17:54:48  42.2310  -121.9010  8.1  4.30 Oregon
 
 Best Fitting Double Couple
    Mo = 2.19e+22 dyne-cm
    Mw = 4.16 
    Z  = 12 km
     Plane   Strike  Dip  Rake
      NP1      144    73   115
      NP2      265    30    35
 Principal Axes:
   Axis    Value   Plunge  Azimuth
     T   2.19e+22     55      85
     N   0.00e+00     24     316
     P  -2.19e+22     24     214



 Moment Tensor: (dyne-cm)
    Component  Value
       Mxx    -1.23e+22
       Mxy    -7.88e+21
       Mxz     7.60e+21
       Myy     1.47e+21
       Myz     1.49e+22
       Mzz     1.09e+22
                                                     
                                                     
                                                     
                                                     
                     --------------                  
                 ----------------------              
              ##--------------------------           
             ###-------############--------          
           ######-######################-----        
          #####--#########################----       
         ####-----##########################---      
        ###--------###########################--     
        ##----------###########################-     
       ##------------##############   ##########-    
       #--------------############# T ###########    
       #---------------############   ###########    
       ------------------########################    
        ------------------######################     
        --------------------####################     
         --------------------##################      
          ---------------------###############       
           ------   -------------############        
             ---- P ---------------########          
              ---   ------------------####           
                 ----------------------              
                     --------------                  
                                                     
                                                     
                                                     

 Harvard Convention
 Moment Tensor:
      R          T          F
  1.09e+22   7.60e+21  -1.49e+22 
  7.60e+21  -1.23e+22   7.88e+21 
 -1.49e+22   7.88e+21   1.47e+21 


Details of the solution is found at

http://www.eas.slu.edu/eqc/eqc_mt/MECH.NA/20020515175448/index.html
        

Preferred Solution

The preferred solution from an analysis of the surface-wave spectral amplitude radiation pattern, waveform inversion and first motion observations is

      STK = 265
      DIP = 30
     RAKE = 35
       MW = 4.16
       HS = 12.0

The waveform inversion is preferred.

Moment Tensor Comparison

The following compares this source inversion to others
SLU
 SLU Moment Tensor Solution
 2002/05/15 17:54:48  42.2310  -121.9010  8.1  4.30 Oregon
 
 Best Fitting Double Couple
    Mo = 2.19e+22 dyne-cm
    Mw = 4.16 
    Z  = 12 km
     Plane   Strike  Dip  Rake
      NP1      144    73   115
      NP2      265    30    35
 Principal Axes:
   Axis    Value   Plunge  Azimuth
     T   2.19e+22     55      85
     N   0.00e+00     24     316
     P  -2.19e+22     24     214



 Moment Tensor: (dyne-cm)
    Component  Value
       Mxx    -1.23e+22
       Mxy    -7.88e+21
       Mxz     7.60e+21
       Myy     1.47e+21
       Myz     1.49e+22
       Mzz     1.09e+22
                                                     
                                                     
                                                     
                                                     
                     --------------                  
                 ----------------------              
              ##--------------------------           
             ###-------############--------          
           ######-######################-----        
          #####--#########################----       
         ####-----##########################---      
        ###--------###########################--     
        ##----------###########################-     
       ##------------##############   ##########-    
       #--------------############# T ###########    
       #---------------############   ###########    
       ------------------########################    
        ------------------######################     
        --------------------####################     
         --------------------##################      
          ---------------------###############       
           ------   -------------############        
             ---- P ---------------########          
              ---   ------------------####           
                 ----------------------              
                     --------------                  
                                                     
                                                     
                                                     

 Harvard Convention
 Moment Tensor:
      R          T          F
  1.09e+22   7.60e+21  -1.49e+22 
  7.60e+21  -1.23e+22   7.88e+21 
 -1.49e+22   7.88e+21   1.47e+21 


Details of the solution is found at

http://www.eas.slu.edu/eqc/eqc_mt/MECH.NA/20020515175448/index.html
	

Waveform Inversion

The focal mechanism was determined using broadband seismic waveforms. The location of the event and the and stations used for the waveform inversion are shown in the next figure.
Location of broadband stations used for waveform inversion

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 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 3
The results of this grid search from 0.5 to 19 km depth are as follow:

           DEPTH  STK   DIP  RAKE   MW    FIT
WVFGRD96    0.5   160    50   -85   3.88 0.4639
WVFGRD96    1.0   210    60   -60   3.86 0.4643
WVFGRD96    2.0   210    60   -60   3.94 0.4973
WVFGRD96    3.0   215    65   -60   4.00 0.4634
WVFGRD96    4.0    10    80   -65   4.06 0.4300
WVFGRD96    5.0   245    20     0   4.08 0.4840
WVFGRD96    6.0   250    25     5   4.07 0.5237
WVFGRD96    7.0   250    25     5   4.07 0.5497
WVFGRD96    8.0   240    20   -10   4.13 0.5641
WVFGRD96    9.0   250    25     5   4.13 0.5769
WVFGRD96   10.0   255    25    15   4.13 0.5829
WVFGRD96   11.0   260    30    30   4.15 0.5854
WVFGRD96   12.0   265    30    35   4.16 0.5868
WVFGRD96   13.0   265    30    35   4.16 0.5856
WVFGRD96   14.0   265    30    35   4.16 0.5815
WVFGRD96   15.0   270    30    40   4.16 0.5766
WVFGRD96   16.0   270    30    40   4.17 0.5701
WVFGRD96   17.0   270    30    40   4.17 0.5627
WVFGRD96   18.0   270    30    40   4.17 0.5543
WVFGRD96   19.0   270    30    40   4.18 0.5456
WVFGRD96   20.0   270    30    40   4.18 0.5366
WVFGRD96   21.0   275    30    45   4.20 0.5277
WVFGRD96   22.0   275    30    45   4.20 0.5179
WVFGRD96   23.0   275    30    45   4.20 0.5078
WVFGRD96   24.0   275    30    45   4.21 0.4975
WVFGRD96   25.0   275    30    45   4.21 0.4868
WVFGRD96   26.0   285    25    55   4.22 0.4758
WVFGRD96   27.0   285    25    55   4.23 0.4647
WVFGRD96   28.0   285    25    55   4.23 0.4533
WVFGRD96   29.0   285    25    55   4.23 0.4414

The best solution is

WVFGRD96   12.0   265    30    35   4.16 0.5868

The mechanism correspond to the best fit is
Figure 1. Waveform inversion focal mechanism

The best fit as a function of depth is given in the following figure:

Figure 2. Depth sensitivity for waveform mechanism

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 componnet is plotted to the same scale and peak amplitudes are indicated by the numbers to the left of each trace. The number in black at the rightr of each predicted traces 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 and because the velocity model used in the predictions may not be perfect. 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 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
Focal mechanism sensitivity at the preferred depth. The red color indicates a very good fit to thewavefroms. 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.

Discussion

The Future

Should the national backbone of the USGS Advanced National Seismic System (ANSS) be implemented with an interstation separation of 300 km, it is very likely that an earthquake such as this would have been recorded at distances on the order of 100-200 km. This means that the closest station would have information on source depth and mechanism that was lacking here.

Acknowledgements

Dr. Harley Benz, USGS, provided the USGS USNSN digital data. The digital data used in this study were provided by Natural Resources Canada through their AUTODRM site http://www.seismo.nrcan.gc.ca/nwfa/autodrm/autodrm_req_e.php, and IRIS using their BUD interface.

Thanks also to the many seismic network operators whose dedication make this effort possible: University of Alaska, University of Washington, Oregon State University, University of Utah, Montana Bureas of Mines, UC Berkely, Caltech, UC San Diego, Saint L ouis University, Universityof Memphis, Lamont Doehrty Earth Observatory, Boston College, the Iris stations and the Transportable Array of EarthScope.

Velocity Model

The WUS used for the waveform synthetic seismograms and for the surface wave eigenfunctions and dispersion is as follows:

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    

Quality Control

Here we tabulate the reasons for not using certain digital data sets

The following stations did not have a valid response files:

DATE=Wed Dec 17 20:53:08 CST 2008

Last Changed 2002/05/15