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 .
介绍核电工程防波堤的设计标准、结构选型、方案优化和有关波浪、抗震模型试验研究成果等。
The design standard for the breakwater of "Nuclear Power Plant", the structural selection, the optimization of the scheme and the anti-seismic model test results are mainly introduced in this paper.
从不同模型的计算结果可知，块体的最大受力随着防波堤孔隙率以及块体平均半径的增加而减小。
From the results of numerous models it can be concluded that the largest force on blocks decreases with the increasing of porosity of breakwater and the average radius of blocks.
文中建立了沉箱式防波堤弹性振动-摇摆运动分析模型，可对破碎冲击作用下防波堤的弹性振动-摇摆运动过程进行数值摸拟。
A vibrating_rocking motion model of caisson breakwater under breaking wave impact is presented, which can be used to simulate its histories of vibrating_rocking motion.
文中建立了沉箱式防波堤弹性振动-摇摆运动分析模型，可对破碎冲击作用下防波堤的弹性振动-摇摆运动过程进行数值摸拟。
A vibrating_rocking motion model of caisson breakwater under breaking wave impact is presented, which can be used to simulate its histories of vibrating_rocking motion.
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