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结合波浪、抛石基床防波堤和海床之间相互动力作用计算模型 ,分析讨论了由于抛石基床与海底渗透形成的港内波浪、防波堤结构微动对波浪场的影响等有关非线性波作用下直立式防波堤的稳定性问题。
Combined with the calculation model of interaction between wave and rubble bed breakwater and seabed, the influence of nonlinear wave action on the wave field caused by micro-motion of breakwater structure is analyzed and discussed. Stability of a vertical breakwater.