Fig. 4
From: Frequency-dependent amplification of the Sanriku tsunamis in Ryori Bay
a The time-series of the simulated water surface elevations for site A specified in Fig. 1b; b the time-series of the simulated water surface elevation (solid line) for site B specified in Fig. 1b and the peak hold of the maximum run-up height (dashed line); c distribution of the maximum inundation depths in the vicinity of the bayhead. The horizontal coordinates, X and Y, at the north-west corner of the domain in c are − 103,572.0 m and 84,042.0 m in the rectangular coordinate system and the grid-line interval for the figure is 500 m