海洋表面传播的波浪在海水—海床的交界面处施加了循环波压力。
When wave propagate over the ocean surface, a sequence of wave pressure is induced on the seafloor.
本文对波浪在非均匀流动中传播时的波能耗散或波高衰减进行了研究。
Energy dissipation or wave height attenuation is analysed theoretically for water waves propagating on a non-uniform current.
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。
Flume experiments are carried out to observe and analyze the characteristics of wave propagation over submerged breakwater on the slope.
为了研究极端海况下的海床响应，在数值波浪水槽中模拟了畸形波的传播并通过波浪场和海床耦合模型计算了畸形波作用下有、无直立堤时的海床响应。
The freak wave is simulated to investigate seabed response with or without presence of vertical breakwater by the coupled model of numerical wave tank and seabed response.
为了研究极端海况下的海床响应，在数值波浪水槽中模拟了畸形波的传播并通过波浪场和海床耦合模型计算了畸形波作用下有、无直立堤时的海床响应。
The freak wave is simulated to investigate seabed response with or without presence of vertical breakwater by the coupled model of numerical wave tank and seabed response.
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