对近破波作用下沉箱式防波堤的运动特性进行了模型实验研究。
The model experiment on the motion behavior of caisson breakwaters is conducted under breaking wave excitation.
应用湍流数学模型和流体体积法模拟孤立波翻越防波堤的流动和自由表面变化。
The free surface flow of a solitary wave overtopping an erect breakwater was simulated using turbulent model and the VOF method.
本论文是在开展圆弧型防波堤的水力特性物理模型试验的基础上完成的。
This paper is finished on the base of the experiment for the hydraulic natures of the quarter-circular breakwater .
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