Local And Moment Magnitude Analysis In The Ridgecrest Region, California: Impact On Interevent Ground-Motion Variability

We investigate the dependence of event-specific ground-motion residuals in the Ridgecrest region, California. We focus on the impact of using either local (M-L) or moment (M-w) magnitude, for describing the source scaling of a regional ground-motion model. To analyze homogeneous M-w, we compute the source spectra of about 2000 earthquakes in the magnitude range 2.5-7.1, by performing a nonparametric spectral decomposition. Seismic moments and corner frequencies are derived from the best-fit omega(-2) source models, and stress drop is computed assuming standard circular rupture model. The Brune stress drop varies between 0.62 and 24.63 MPa (with median equal to 3.0 MPa), and values for M-w > 5 are mostly distributed above the 90th percentile. The median scaled energy for M-w < 5 is -4.57, and the low values obtained for the M-w 6.4 and 7.1 mainshocks (-5 and -5.2, respectively) agree with previous studies. We calibrate an ad hoc nonparametric M-L scale for the Ridgecrest region. The main differences with the standard M-L scale for California are observed at distances between 30 and 100 km, in which differences up to 0.4 magnitude units are obtained. Finally, we calibrate ground-motion models for the Fourier amplitude spectra, considering the M-L and M-w scales derived in this study and the magnitudes extracted from Comprehensive Earthquake Catalog. The analysis of the residuals shows that M-L better describes the interevent variability above 2 Hz. At intermediate frequencies (between about 3 and 8 Hz), the interevent residuals for the model based on M-w show a correlation with stress drop: this correlation disappears, when M-L is used. The choice of the magnitude scale has an impact also on the statistical uncertainty of the median model: for any fixed magnitude value, the epistemic uncertainty is larger for M-L below 1.5 Hz and larger for M-w above 1.5 Hz.