港工技术Issue(6)：1-6,6.
基于非静压方程的斜坡堤越浪数值模拟
Numerical Simulation of Wave Overtopping Slope Dike Based on Non-hydrostatic Equation
摘要
Abstract
The interaction of wave and marine structure produces wave overtopping phenomenon which influences top elevation design of the slope dike usually. In order to investigate wave overtopping the slope dike and forecast the overtopping discharge,non-hydrostatic wave model is built to simulate the overtopping process of smooth and impermeable slope dike under regular and irregular wave. The above overtopping discharge is compared with the experimental data from the flume in large and small sizes respectively,which shows that the overtopping of slope dike under regular and irregular wave can be simulated well with the wave numerical model based on non-hydrostatic equations.关键词
越浪/非静压模型/规则波/不规则波/斜坡堤Key words
wave overtopping/non-hydrostatic model/regular wave/irregular wave/slope dike分类
建筑与水利引用本文复制引用
吴辰,张庆河,张金凤,张娜..基于非静压方程的斜坡堤越浪数值模拟[J].港工技术,2014,(6):1-6,6.基金项目
天津市建交委科技计划项目 （）
