2019/06/23 20:43:47 41.86 12.76 11.0 3.6 Colonna (RM)
USGS Felt map for this earthquake
SLU Moment Tensor Solution
ENS 2019/06/23 20:43:47:0 41.86 12.76 11.0 3.6 Colonna (RM)
Stations used:
IV.ARCI IV.ARVD IV.ATFO IV.ATMI IV.ATTE IV.CAFI IV.CAMP
IV.CERA IV.CERT IV.CESX IV.CSNT IV.FAGN IV.FDMO IV.FIAM
IV.GIUL IV.GUAR IV.LAV9 IV.LNSS IV.LPEL IV.MA9 IV.MGAB
IV.MOMA IV.MTCE IV.OFFI IV.OSSC IV.PARC IV.PESA IV.PIGN
IV.POFI IV.PTQR IV.RNI2 IV.SACR IV.SACS IV.SAMA IV.SGG
IV.SNTG IV.SSFR IV.TERO IV.TRTR IV.VAGA IV.VITU MN.AQU
Filtering commands used:
cut o DIST/3.3 -20 o DIST/3.3 +50
rtr
taper w 0.1
hp c 0.03 n 3
lp c 0.10 n 3
Best Fitting Double Couple
Mo = 3.27e+21 dyne-cm
Mw = 3.61
Z = 4 km
Plane Strike Dip Rake
NP1 130 45 -90
NP2 310 45 -90
Principal Axes:
Axis Value Plunge Azimuth
T 3.27e+21 -0 220
N 0.00e+00 -0 130
P -3.27e+21 90 345
Moment Tensor: (dyne-cm)
Component Value
Mxx 1.92e+21
Mxy 1.61e+21
Mxz 1.75e+14
Myy 1.35e+21
Myz 1.45e+13
Mzz -3.27e+21
##############
######################
############################
-------------#################
#------------------###############
##---------------------#############
###------------------------###########
####-------------------------###########
####-------------- ----------#########
######------------- P -----------#########
######------------- -------------#######
#######-----------------------------######
#########---------------------------######
#########---------------------------####
###########-------------------------####
###########------------------------###
#############---------------------##
###############------------------#
##############-------------
T ##########################
######################
##############
Global CMT Convention Moment Tensor:
R T P
-3.27e+21 1.75e+14 -1.45e+13
1.75e+14 1.92e+21 -1.61e+21
-1.45e+13 -1.61e+21 1.35e+21
Details of the solution is found at
http://www.eas.slu.edu/eqc/eqc_mt/MECH.IT/20190623204347/index.html
|
STK = 310
DIP = 45
RAKE = -90
MW = 3.61
HS = 4.0
The NDK file is 20190623204347.ndk The waveform inversion is preferred.
The following compares this source inversion to others
SLU Moment Tensor Solution
ENS 2019/06/23 20:43:47:0 41.86 12.76 11.0 3.6 Colonna (RM)
Stations used:
IV.ARCI IV.ARVD IV.ATFO IV.ATMI IV.ATTE IV.CAFI IV.CAMP
IV.CERA IV.CERT IV.CESX IV.CSNT IV.FAGN IV.FDMO IV.FIAM
IV.GIUL IV.GUAR IV.LAV9 IV.LNSS IV.LPEL IV.MA9 IV.MGAB
IV.MOMA IV.MTCE IV.OFFI IV.OSSC IV.PARC IV.PESA IV.PIGN
IV.POFI IV.PTQR IV.RNI2 IV.SACR IV.SACS IV.SAMA IV.SGG
IV.SNTG IV.SSFR IV.TERO IV.TRTR IV.VAGA IV.VITU MN.AQU
Filtering commands used:
cut o DIST/3.3 -20 o DIST/3.3 +50
rtr
taper w 0.1
hp c 0.03 n 3
lp c 0.10 n 3
Best Fitting Double Couple
Mo = 3.27e+21 dyne-cm
Mw = 3.61
Z = 4 km
Plane Strike Dip Rake
NP1 130 45 -90
NP2 310 45 -90
Principal Axes:
Axis Value Plunge Azimuth
T 3.27e+21 -0 220
N 0.00e+00 -0 130
P -3.27e+21 90 345
Moment Tensor: (dyne-cm)
Component Value
Mxx 1.92e+21
Mxy 1.61e+21
Mxz 1.75e+14
Myy 1.35e+21
Myz 1.45e+13
Mzz -3.27e+21
##############
######################
############################
-------------#################
#------------------###############
##---------------------#############
###------------------------###########
####-------------------------###########
####-------------- ----------#########
######------------- P -----------#########
######------------- -------------#######
#######-----------------------------######
#########---------------------------######
#########---------------------------####
###########-------------------------####
###########------------------------###
#############---------------------##
###############------------------#
##############-------------
T ##########################
######################
##############
Global CMT Convention Moment Tensor:
R T P
-3.27e+21 1.75e+14 -1.45e+13
1.75e+14 1.92e+21 -1.61e+21
-1.45e+13 -1.61e+21 1.35e+21
Details of the solution is found at
http://www.eas.slu.edu/eqc/eqc_mt/MECH.IT/20190623204347/index.html
|
|
(a) ML computed using the IASPEI formula for Horizontal components; (b) 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.
(a) ML computed using the IASPEI formula for Vertical components (research); (b) 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.
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:
cut o DIST/3.3 -20 o DIST/3.3 +50 rtr taper w 0.1 hp c 0.03 n 3 lp c 0.10 n 3The results of this grid search from 0.5 to 19 km depth are as follow:
DEPTH STK DIP RAKE MW FIT
WVFGRD96 1.0 165 30 -30 3.44 0.3505
WVFGRD96 2.0 150 35 -60 3.50 0.4240
WVFGRD96 3.0 130 45 -90 3.57 0.5452
WVFGRD96 4.0 310 45 -90 3.61 0.5777
WVFGRD96 5.0 130 45 -90 3.66 0.5623
WVFGRD96 6.0 315 45 -85 3.65 0.5008
WVFGRD96 7.0 325 50 -70 3.62 0.4424
WVFGRD96 8.0 180 70 15 3.54 0.4071
WVFGRD96 9.0 180 70 15 3.55 0.3959
WVFGRD96 10.0 180 70 15 3.56 0.3851
WVFGRD96 11.0 180 65 25 3.57 0.3740
WVFGRD96 12.0 180 65 25 3.58 0.3639
WVFGRD96 13.0 180 65 25 3.59 0.3525
WVFGRD96 14.0 180 65 25 3.60 0.3414
WVFGRD96 15.0 185 60 25 3.63 0.3261
WVFGRD96 16.0 185 60 25 3.64 0.3133
WVFGRD96 17.0 185 60 25 3.65 0.3000
WVFGRD96 18.0 185 55 25 3.66 0.2873
WVFGRD96 19.0 185 55 25 3.67 0.2746
The best solution is
WVFGRD96 4.0 310 45 -90 3.61 0.5777
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 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 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 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 -20 o DIST/3.3 +50 rtr taper w 0.1 hp c 0.03 n 3 lp c 0.10 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. |
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 nnCIA used for the waveform synthetic seismograms and for the surface wave eigenfunctions and dispersion is as follows:
MODEL.01
C.It. A. Di Luzio et al Earth Plan Lettrs 280 (2009) 1-12 Fig 5. 7-8 MODEL/SURF3
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
1.5000 3.7497 2.1436 2.2753 0.500E-02 0.100E-01 0.00 0.00 1.00 1.00
3.0000 4.9399 2.8210 2.4858 0.500E-02 0.100E-01 0.00 0.00 1.00 1.00
3.0000 6.0129 3.4336 2.7058 0.500E-02 0.100E-01 0.00 0.00 1.00 1.00
7.0000 5.5516 3.1475 2.6093 0.167E-02 0.333E-02 0.00 0.00 1.00 1.00
15.0000 5.8805 3.3583 2.6770 0.167E-02 0.333E-02 0.00 0.00 1.00 1.00
6.0000 7.1059 4.0081 3.0002 0.167E-02 0.333E-02 0.00 0.00 1.00 1.00
8.0000 7.1000 3.9864 3.0120 0.167E-02 0.333E-02 0.00 0.00 1.00 1.00
0.0000 7.9000 4.4036 3.2760 0.167E-02 0.333E-02 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=Mon Jun 24 09:38:15 CDT 2019