Research Article
Shallow-Water-Equation Model for Simulation of Earthquake-Induced Water Waves
Table 2
Results of the maximum water elevation calculated using the present model.
| Seismic waves | PGA (g) | Initial water depth (m) | 20 | 25 | 30 | 35 | 40 |
| Wolong wave | 0.1 | 0.174 | 0.200 | 0.224 | 0.247 | 0.268 | 0.2 | 0.294 | 0.339 | 0.379 | 0.418 | 0.454 | 0.3 | 0.402 | 0.462 | 0.518 | 0.570 | 0.620 | 0.4 | 0.500 | 0.575 | 0.644 | 0.710 | 0.771 | 0.5 | 0.593 | 0.681 | 0.764 | 0.841 | 0.914 |
| Mexicali wave | 0.05 | 0.238 | 0.277 | 0.314 | 0.349 | 0.382 | 0.1 | 0.379 | 0.441 | 0.500 | 0.555 | 0.608 | 0.15 | 0.498 | 0.579 | 0.656 | 0.728 | 0.797 | 0.2 | 0.603 | 0.702 | 0.795 | 0.883 | 0.967 | 0.25 | 0.724 | 0.842 | 0.954 | 1.059 | 1.160 |
| Tongmai wave | 0.05 | 0.182 | 0.210 | 0.235 | 0.260 | 0.283 | 0.25 | 0.499 | 0.575 | 0.646 | 0.713 | 0.777 | 0.4 | 0.914 | 1.054 | 1.185 | 1.308 | 1.424 |
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