高滩陡坡地形下电力设施海堤的越浪量试验
wf（2018）
Abstract
以浙江舟山某海岛高滩陡坡地形下的电力设施海堤为例,通过物理模型试验,分别研究了平台宽度、平台超高、防浪墙高度对海堤越浪量的影响,并采用方差分析法进行了敏感性分析.结果表明:平台超高对越浪量的影响最为显著,防浪墙高度次之,平台宽度影响最小;无量纲形式下的越浪量随防浪墙顶超高的增大呈现较明显的指数递减关系.据此提出了电力设施海堤防浪结构的合理设置方式.
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Key words
wave overtopping rate,seawall,power facilities,structure of wave ward face,high shoal and steep slope topography
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