Research Article
Shallow-Water-Equation Model for Simulation of Earthquake-Induced Water Waves
Figure 7
Comparison of the maximum water elevations predicted by the present, Sato, and Demirel-Aydin models.
(a) Wolong, 0.1 g |
(b) Wolong, 0.2 g |
(c) Wolong, 0.3 g |
(d) Wolong, 0.4 g |
(e) Wolong, 0.5 g |
(f) Mexicali, 0.05 g |
(g) Mexicali, 0.1 g |
(h) Mexicali, 0.15 g |
(i) Mexicali, 0.2 g |
(j) Mexicali, 0.25 g |
(k) Tongmai, 0.05 g |
(l) Tongmai, 0.25 g |
(m) Tongmai, 0.4 g |