斜坡式护岸越浪量的对比分析  

Comparative Analysis of Wave Overtopping Values of Sloping Revetment

作　　者：刘堃[1] 王毅[1] 杨婷[1] Liu Kun Wang Yi Yang Ting(CCCC-FItDI Engineering Co., Ltd., Guangzhou Guangdong 510230, China)

机构地区：[1]中交第四航务工程勘察设计院有限公司,广东广州510230

出　　处：《港工技术》2017年第2期37-40,共4页Port Engineering Technology

摘　　要：通过对斜坡式护岸进行的断面物理模型试验、局部整体物理模型试验得到的越浪量以及规范公式计算的越浪量进行对比分析,提出规范公式、断面物模试验、局部整体物模试验各自的特点和适用范围,结论可为工程设计提供参考。The wave overtopping values of sloping revetment obtained through physical model test of cross-section and local-integral physical model test are compared with that calculated with the formula specified in code of practice. The analysis results are used to distinguish different applicable scopes and characteristics of standard formula, physical model of cross-section and local-integral physical model, which will provide a reference for the engineering design.

关 键 词：斜坡式护岸 越浪量 断面物模 局部物模 

分 类 号：TV139.26[水利工程—水力学及河流动力学] U656.21[交通运输工程—港口、海岸及近海工程]