摘要
由于海堤结构的多样性,波浪与建筑物的相互作用十分复杂,而波浪爬高是海堤设计中非常重要的因素。该文介绍了国内外关于波浪爬高计算研究进展情况,分析了斜坡坡率、波坦对波浪爬高的影响规律,归纳和总结了国内外现有的应用较广的又具有权威性的几种单坡不规则波波浪爬高公式,对各计算方法进行了对比分析并提出了进一步研究的建议。
Due to the diversity of sea wall structure, the interaction between waves and buildings is very complex, and wave climbing is a very important factor in the design of sea wall. This paper introduces the domestic and foreign research progress on the foreshore calculation, and analyses the influence of slope, slope ratio, botin foreshore, widely used at home and abroad were summarized and the existing of several kinds of shed and authoritative irregular wave climb formula, and points out the limitations of the formulae and the content and direction of further research.
作者
杨凯
李怡
YANG Kai;LI Yi(Chongqing Jiaotong University,Institute of River and Ocean Engineering,Chongqing 400074,China)
出处
《广东水利水电》
2019年第9期5-9,21,共6页
Guangdong Water Resources and Hydropower
关键词
单坡
不规则波
波浪爬高
计算公式
single slope
irregular wave
wave run-up
calculation formula