This paper is finished on the base of the experiment for the hydraulic natures of the quarter-circular breakwater .
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。
2
The partial standing wave hydraulic performance in front of breakwater is studied by a two dimensional numerical wave flume.
利用二维数值波浪水槽研究波浪在防波堤前的运动状态。
3
In assigning the port hydraulic structure, the most dangerous wave to act on breakwater is not all forward wave and it is more practical to consider the action of the diagonal wave.