Flume experiments are carried out to observe and analyze the characteristics of wave propagation over submerged breakwater on the slope.
以斜坡上梯形潜堤为研究对象，在波浪水槽实验的基础上，分析斜坡上潜堤对规则波和椭圆余弦波传播变形的影响。
In this thesis, numerical simulation of wave interaction with submerged porous breakwater is conducted.
本文以波浪和可渗潜堤为研究对象，对波浪与可渗潜堤的相互作用进行了数值模拟。
A kind of breakwater is proposed which consists of two horizontal plates with the same dimension. One is on the free surface, the other is submerged just below it.
用两块相同尺寸的水平板结构作为一种防波堤，上层板位于自由水面处，下层板在其下某一深度处。
This paper presents a numerical model for simulating nonlinear wave interaction with submerged porous breakwater.
为进一步验证数值模型的适用性，模拟了淹没潜堤上的传播变形。
This paper presents a numerical model for simulating nonlinear wave interaction with submerged porous breakwater.
为进一步验证数值模型的适用性，模拟了淹没潜堤上的传播变形。
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