A numerical model based on the potential theory is established to simulate head-on and oblique irregular waves acting on vertical breakwater.
建立了基于势流理论的正向和斜向不规则波与直立堤相互作用的数值计算模型。
参考来源 - 斜向和多向不规则波对直立堤作用的研究·2,447,543篇论文数据，部分数据来源于NoteExpress
波浪对直立堤的作用是波浪理论中的一个重要问题。
The action of Wave on vertical wall is one of the important problem.
利用所建立的模型分析了直立堤前的海床响应，计算结果表明直立堤前的液化区域是固定的，在此基础上提出了防止液化的方法。
After analysing seabed response in front of vertical breakwater with the model, it is found that the liquefaction area is fixed and methods to prevent seabed from liquefaction are proposed.
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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