通过1：30比尺的整体物理模型试验，研究了深水航道对斜向入射波浪传播的影响。
From integrated physical model test on the scale of 1:30, the effect of a deep water channel on propagation of diagonal incident wave is studied.
本研究是把折射和绕射的相关影响结合起来考虑的复合折射-绕射模型REF/DIF 模型应用于深水航道对波浪传播的影响规律的研究。
The influence pattern of deep water channels upon wave propagation is studied by REF/DIF model, which combined refraction and diffraction effects together.
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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