Research Article
Shallow-Water-Equation Model for Simulation of Earthquake-Induced Water Waves
Table 1
Details of seismic waves used in the comparison of calculated results.
| Seismic wave types | | Dominant frequency (Hz) |
| Wolong wave | PGA (g) | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 2.34 | PGV (m/s) | 0.051 | 0.102 | 0.1535 | 0.2048 | 0.256 | Mexicali wave | PGA (g) | 0.05 | 0.1 | 0.15 | 0.2 | 0.25 | 0.38 | PGV (m/s) | 0.0353 | 0.0706 | 0.1059 | 0.1412 | 0.1857 | Tongmai wave | PGA (g) | 0.05 | 0.25 | 0.4 | — | — | 0.39 | PGV (m/s) | 0.0518 | 0.1969 | 0.448 | — | — |
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