2010/02/27 22:22:27 35.54 -96.75 4.0 4.40 Oklahoma
Error Ellipse X= 0.3690 km Y= 0.5651 km Theta = 71.8577 deg RMS Error : 0.110 sec Travel_Time_Table: CUS Latitude : 35.5585 +- 0.0049 N 0.5491 km Longitude : -96.7383 +- 0.0044 E 0.3924 km Depth : 4.17 +- 0.73 km Epoch Time : 1267309347.889 +- 0.09 sec Event Time : 20100227222227.889 +- 0.09 sec Event (OCAL) : 2010 02 27 22 22 27 889 HYPO71 Quality : CC Gap : 79 deg
The SLU location is made using the program elocate and arival time picks from the NetQuake instruments in the source region and adjacent TA stations. The output is given in elocate.txt. The CUS model provides a smaller RMS errors (0.11 sec vs 0.17 sec) and the WUS model gives a depth of 17 km. Thus depth is highly model dependent. The waveform solution is 7 km.
MAG DATE TIME LAT LON H(km) State 4.1Mw 2010/02/27 22:22:27 35.623 -96.762 3.8 Oklahoma
USGS Felt map for this earthquake
USGS/SLU Moment Tensor Solution ENS 2010/02/27 22:22:27:0 35.54 -96.75 4.0 4.4 Oklahoma Stations used: NM.MGMO NM.UALR TA.129A TA.131A TA.133A TA.134A TA.135A TA.232A TA.233A TA.234A TA.332A TA.333A TA.334A TA.335A TA.434A TA.435B TA.ABTX TA.O31A TA.O32A TA.P29A TA.P30A TA.P31A TA.P32A TA.P33A TA.Q29A TA.Q30A TA.Q32A TA.Q33A TA.R28A TA.R29A TA.R30A TA.R31A TA.R32A TA.R33A TA.S28A TA.S29A TA.S30A TA.S31A TA.S32A TA.S33A TA.T28A TA.T29A TA.T30A TA.T31A TA.T32A TA.T33A TA.TUL1 TA.U27A TA.U29A TA.U30A TA.U31A TA.U32A TA.U34A TA.V31A TA.V32A TA.V33A TA.V34A TA.W28A TA.W29A TA.W30A TA.W31A TA.W32A TA.W33A TA.W34A TA.WHTX TA.X29A TA.X31A TA.X32A TA.X33A TA.X34A TA.Y30A TA.Y31A TA.Y32A TA.Y33A TA.Y34A TA.Z31A TA.Z32A TA.Z33A TA.Z34A TA.Z35A US.AMTX US.KSU1 US.MIAR Filtering commands used: hp c 0.02 n 3 lp c 0.06 n 3 Best Fitting Double Couple Mo = 2.11e+22 dyne-cm Mw = 4.15 Z = 4 km Plane Strike Dip Rake NP1 40 80 -160 NP2 306 70 -11 Principal Axes: Axis Value Plunge Azimuth T 2.11e+22 7 172 N 0.00e+00 68 66 P -2.11e+22 21 265 Moment Tensor: (dyne-cm) Component Value Mxx 2.03e+22 Mxy -4.61e+21 Mxz -1.72e+21 Myy -1.78e+22 Myz 7.42e+21 Mzz -2.47e+21 ############## ###################### ###########################- ###########################--- ---##########################----- ----------###################------- ---------------#############---------- -------------------#########------------ ----------------------#####------------- ------------------------------------------ --- -------------------###-------------- --- P ------------------######------------ --- ----------------##########---------- -------------------#############-------- ------------------################------ ---------------###################---- ------------######################-- ---------######################### -----######################### -########################### ############ ####### ######## T ### Global CMT Convention Moment Tensor: R T P -2.47e+21 -1.72e+21 -7.42e+21 -1.72e+21 2.03e+22 4.61e+21 -7.42e+21 4.61e+21 -1.78e+22 Details of the solution is found at http://www.eas.slu.edu/eqc/eqc_mt/MECH.NA/20100227222227/index.html |
STK = 40 DIP = 80 RAKE = -160 MW = 4.15 HS = 4.0
This earthquake is east of the other earthquakes located in this part of Oklahoma in January and February. The low pass filtered seismogram fits show short period surface waves which is indicative of the shallow velocity structure that is not built into the WUS model. The surface-wave analysis was performed because of the well dispersed surface waves at short distance. This was especially observed in the Love waves. Such information can be used to refine the local velocity model and Q. The dispersion will be incorporated in the continental surface-wave tomography study. The surface waves like a 4 km depth, which the waveform inversion results depend on the frequency band used, which was purposely chosen to be less sensitive to the short-period surface waves, which are indicative of a shallow depth. For this event, the surface-wave solution is used since the waveforms do not have great depth sensitivity.
The following compares this source inversion to others
USGS/SLU Moment Tensor Solution ENS 2010/02/27 22:22:27:0 35.54 -96.75 4.0 4.4 Oklahoma Stations used: NM.MGMO NM.UALR TA.129A TA.131A TA.133A TA.134A TA.135A TA.232A TA.233A TA.234A TA.332A TA.333A TA.334A TA.335A TA.434A TA.435B TA.ABTX TA.O31A TA.O32A TA.P29A TA.P30A TA.P31A TA.P32A TA.P33A TA.Q29A TA.Q30A TA.Q32A TA.Q33A TA.R28A TA.R29A TA.R30A TA.R31A TA.R32A TA.R33A TA.S28A TA.S29A TA.S30A TA.S31A TA.S32A TA.S33A TA.T28A TA.T29A TA.T30A TA.T31A TA.T32A TA.T33A TA.TUL1 TA.U27A TA.U29A TA.U30A TA.U31A TA.U32A TA.U34A TA.V31A TA.V32A TA.V33A TA.V34A TA.W28A TA.W29A TA.W30A TA.W31A TA.W32A TA.W33A TA.W34A TA.WHTX TA.X29A TA.X31A TA.X32A TA.X33A TA.X34A TA.Y30A TA.Y31A TA.Y32A TA.Y33A TA.Y34A TA.Z31A TA.Z32A TA.Z33A TA.Z34A TA.Z35A US.AMTX US.KSU1 US.MIAR Filtering commands used: hp c 0.02 n 3 lp c 0.06 n 3 Best Fitting Double Couple Mo = 2.11e+22 dyne-cm Mw = 4.15 Z = 4 km Plane Strike Dip Rake NP1 40 80 -160 NP2 306 70 -11 Principal Axes: Axis Value Plunge Azimuth T 2.11e+22 7 172 N 0.00e+00 68 66 P -2.11e+22 21 265 Moment Tensor: (dyne-cm) Component Value Mxx 2.03e+22 Mxy -4.61e+21 Mxz -1.72e+21 Myy -1.78e+22 Myz 7.42e+21 Mzz -2.47e+21 ############## ###################### ###########################- ###########################--- ---##########################----- ----------###################------- ---------------#############---------- -------------------#########------------ ----------------------#####------------- ------------------------------------------ --- -------------------###-------------- --- P ------------------######------------ --- ----------------##########---------- -------------------#############-------- ------------------################------ ---------------###################---- ------------######################-- ---------######################### -----######################### -########################### ############ ####### ######## T ### Global CMT Convention Moment Tensor: R T P -2.47e+21 -1.72e+21 -7.42e+21 -1.72e+21 2.03e+22 4.61e+21 -7.42e+21 4.61e+21 -1.78e+22 Details of the solution is found at http://www.eas.slu.edu/eqc/eqc_mt/MECH.NA/20100227222227/index.html |
|
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.
|
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 3The results of this grid search from 0.5 to 19 km depth are as follow:
DEPTH STK DIP RAKE MW FIT WVFGRD96 0.5 305 70 -15 3.86 0.3594 WVFGRD96 1.0 310 90 5 3.86 0.3856 WVFGRD96 2.0 310 90 0 3.95 0.4713 WVFGRD96 3.0 310 85 5 3.99 0.5059 WVFGRD96 4.0 310 85 5 4.02 0.5236 WVFGRD96 5.0 310 90 -5 4.05 0.5312 WVFGRD96 6.0 310 80 5 4.07 0.5337 WVFGRD96 7.0 310 75 5 4.10 0.5351 WVFGRD96 8.0 130 85 15 4.12 0.5359 WVFGRD96 9.0 130 85 20 4.14 0.5297 WVFGRD96 10.0 310 70 5 4.15 0.5224 WVFGRD96 11.0 310 70 0 4.16 0.5163 WVFGRD96 12.0 130 90 20 4.17 0.5100 WVFGRD96 13.0 310 85 25 4.18 0.5048 WVFGRD96 14.0 310 85 20 4.19 0.5002 WVFGRD96 15.0 310 80 20 4.20 0.4951 WVFGRD96 16.0 310 80 20 4.20 0.4891 WVFGRD96 17.0 310 80 20 4.21 0.4823 WVFGRD96 18.0 310 80 15 4.22 0.4749 WVFGRD96 19.0 310 80 15 4.22 0.4672 WVFGRD96 20.0 310 80 15 4.23 0.4588 WVFGRD96 21.0 310 80 15 4.24 0.4497 WVFGRD96 22.0 310 80 15 4.24 0.4409 WVFGRD96 23.0 310 80 15 4.25 0.4318 WVFGRD96 24.0 310 80 15 4.25 0.4226 WVFGRD96 25.0 310 80 -10 4.26 0.4129 WVFGRD96 26.0 310 80 -10 4.26 0.4041 WVFGRD96 27.0 310 80 -10 4.27 0.3953 WVFGRD96 28.0 310 80 -10 4.28 0.3865 WVFGRD96 29.0 310 80 -10 4.28 0.3779
The best solution is
WVFGRD96 8.0 130 85 15 4.12 0.5359
The mechanism correspond 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 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
|
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. |
The following figure shows the stations used in the grid search for the best focal mechanism to fit the surface-wave spectral amplitudes of the Love and Rayleigh waves.
|
The surface-wave determined focal mechanism is shown here.
NODAL PLANES STK= 40.00 DIP= 79.99 RAKE= -160.00 OR STK= 306.38 DIP= 70.32 RAKE= -10.63 DEPTH = 4.0 km Mw = 4.15 Best Fit 0.8729 - P-T axis plot gives solutions with FIT greater than FIT90
The P-wave first motion data for focal mechanism studies are as follow:
Sta Az Dist First motion
Surface wave analysis was performed using codes from Computer Programs in Seismology, specifically the multiple filter analysis program do_mft and the surface-wave radiation pattern search program srfgrd96.
Digital data were collected, instrument response removed and traces converted
to Z, R an T components. Multiple filter analysis was applied to the Z and T traces to obtain the Rayleigh- and Love-wave spectral amplitudes, respectively.
These were input to the search program which examined all depths between 1 and 25 km
and all possible mechanisms.
|
Pressure-tension axis trends. Since the surface-wave spectra search does not distinguish between P and T axes and since there is a 180 ambiguity in strike, all possible P and T axes are plotted. First motion data and waveforms will be used to select the preferred mechanism. The purpose of this plot is to provide an idea of the possible range of solutions. The P and T-axes for all mechanisms with goodness of fit greater than 0.9 FITMAX (above) are plotted here. |
Focal mechanism sensitivity at the preferred depth. The red color indicates a very good fit to the Love and Rayleigh wave radiation patterns. 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. Because of the symmetry of the spectral amplitude rediation patterns, only strikes from 0-180 degrees are sampled. |
The distribution of broadband stations with azimuth and distance is
Listing of broadband stations used
Since the analysis of the surface-wave radiation patterns uses only spectral amplitudes and because the surfave-wave radiation patterns have a 180 degree symmetry, each surface-wave solution consists of four possible focal mechanisms corresponding to the interchange of the P- and T-axes and a roation of the mechanism by 180 degrees. To select one mechanism, P-wave first motion can be used. This was not possible in this case because all the P-wave first motions were emergent ( a feature of the P-wave wave takeoff angle, the station location and the mechanism). The other way to select among the mechanisms is to compute forward synthetics and compare the observed and predicted waveforms.
The fits to the waveforms with the given mechanism are show below:
This figure shows the fit to the three components of motion (Z - vertical, R-radial and T - transverse). For each station and component, the observed traces is shown in red and the model predicted trace in blue. The traces represent filtered ground velocity in units of meters/sec (the peak value is printed adjacent to each trace; each pair of traces to plotted to the same scale to emphasize the difference in levels). Both synthetic and observed traces have been filtered using the SAC commands:
hp c 0.02 n 3 lp c 0.06 n 3
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.
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.
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
Here we tabulate the reasons for not using certain digital data sets
The following stations did not have a valid response files:
DATE=Tue Mar 2 11:56:44 CST 2010