摘要
A sequence of laboratory experiments using solitary waves was performed to model the effect of leading form of three types of tsunamis (a bore, an impinging wave and an overtopping wave) on a seawall on a sloping beach. The wave evolution process, impinging pressure along the seawall surface, total overtopping discharge behind the seawall and the maximum run-up height on the rear slope were measured and compared. Laboratory data were employed to re-examine relevant empirical formulae in the literature. The effect of the presence of the seawall in reducing maximum run-up height using the present setup was briefly discussed. The present data can be used for calibrating numerical and mathematical models.
原文 | English |
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頁(從 - 到) | 76-85 |
頁數 | 10 |
期刊 | Journal of Hydrodynamics |
卷 | 24 |
發行號 | 1 |
DOIs | |
出版狀態 | Published - 2012 2月 |
All Science Journal Classification (ASJC) codes
- 建模與模擬
- 凝聚態物理學
- 材料力學
- 機械工業