通过物理模型试验研究陡墙式海堤复坡平台高程和宽度对波浪爬高的影响。
Based on model tests, the effect of the berm width and elevation of composite slope on irregular wave run-up is analyzed.
坝顶高程由水库静水位加波浪爬高及安全超高决定。坝顶在静水位以上的超高按下式计算。
The dam crest height is determined based on static water level, wave run-up, and freeboard. The freeboard is calculated according to the following formula.
结构设计主要是从减小波浪爬高降低路堤顶面标高的角度出发，分析斜坡断面结构参数对波浪爬高的影响；
The structural design mainly is from the view of reduce the wave run-up to reduce the roadbed top elevation, analysis the influence of slop cross section structure parameters to wave run-up;
试验发现格宾护岸对减小波浪爬高具有明显的作用，通过实测和统计分析得出了格宾材料的糙渗系数，为护岸设计提供参考。
We also find the obvious effectiveness of Gabion revetment. Analyzing actual measurement data, find out the roughness coefficient of Gabion revetment, to provide suggestion for revetment design.
报告给出了复杂断面上波浪爬高和越浪量的计算公式，计算中考虑了前滩、边坡糙率、边坡坡度、平台、波浪入射角以及竖墙等因素的影响。
The report takes account into the influence of foreshore and shallow foreshore, roughness, slope, berm, wave attack Angle, vertical wall and so on.
分析了堤前植物带、护面结构和常用爬高公式对库区波浪爬高的影响，结果表明，堤前种植植物带和增大护面结构空隙率能有效地减小波浪爬高。
This paper analyzes the influence of wave raising height on slope in reservoir region by plant zone in front of embankment, pavement structure and common raising height formula.
棱体排水的顶部高程应超出下游最高水位，应大于波浪沿坡面的爬高，且不小于下列0.5米。
Its top elevated level must exceed the highest water level downstream, be higher than the wave runup along the slope, and be no less than 0.5 meters.
棱体排水的顶部高程应超出下游最高水位，应大于波浪沿坡面的爬高，且不小于下列0.5米。
Its top elevated level must exceed the highest water level downstream, be higher than the wave runup along the slope, and be no less than 0.5 meters.
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