摘要
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。平台越宽对波浪爬高影响越大,平台位于静水位处对波浪爬高影响最大,并得出了受平台影响的波浪爬高折减系数计算公式,可供工程参考使用。
Based on model tests, the effect of the berm width and elevation of composite slope on irregular wave run-up is analyzed. The study shows that a larger berm width gives a larger influence, and that the berm is most effective when lying at the still water level. The formula of wave run-up reduction factor is finally obtained.
出处
《海洋工程》
CSCD
北大核心
2007年第1期101-104,共4页
The Ocean Engineering
