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[SSS07-04] Estimation of shallow subsurface structure of elastic wave velocity before and after rainfall by active seismic monitoring on a slope
Keywords:Slope, Active seismic monitoring, Velocity structure, Rainfall
However, residuals were almost the same even if n changed, which made the reliability of the absolute value of the estimated velocity questionable although the phase data were relatively consistent with the approximate linear line. In this study, we reanalyzed the data obtained by Nakayama et al. (2022, SSJ) and tried to estimate the velocity structure before and after the rainfall.
We re-extracted the fundamental tone components (91-300 Hz) every 1 Hz from the spectrograms of the stacked waveforms calculated by Nakayama et al (2022, SSJ). Assuming an average apparent velocity between a reference receiver and another receiver, the corresponding phase change can be calculated for each receiver. Calculating cross-spectrum between the spectrum for each receiver pair, its phase components are expected to be zero in the entire frequency band of the input waveform when the average apparent velocity is appropriate. We calculated the cross-spectra between AC8 (reference receiver) and each accelerometer (AC3-7) for the band (210-230 Hz) before the rainfall (about 10 hours) where the phase was stable.
The estimated average apparent velocity for each accelerometer from AC8 tended to decrease with distance (Figure 2). When the transmitted waves are surface waves with a single frequency or body waves through a uniform media, the average apparent velocity should be independent of distance. Changing the average apparent velocity with distance suggested that the apparent velocity was for a body wave propagating a depth-dependent structure. We will estimate the velocity structure before and after the rainfall, and discuss how the velocity structure changed.
Acknowledgments: We thank JSPS Grants-in-Aid for Scientific Research JP15H02996 and 26750315.