中外港口规范对比研究Ⅱ:海堤越浪量标准  

Comparison of domestic and foreign port standard Part II:sea wall overtopping

作　　者：耿宝磊[1] 王眯 陈汉宝[1] 刘海源[1] GENG Bao-lei;WANG Mi;CHEN Han-bao;LIU Hai-yuan(Tianjin Research Institute for Water Transport Engineering, National Engineering Laboratory for Port Hydraulic Construction Technology, Key Laboratory of Engineering Sediment, Ministry of Transport, Tianjin 300456, China;College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China)

机构地区：[1]交通运输部天津水运工程科学研究所港口水工建筑技术国家工程实验室工程泥沙交通行业重点实验室,天津300456 [2]河海大学港口海岸与近海工程学院,南京210098

出　　处：《水道港口》2019年第4期397-403,共7页Journal of Waterway and Harbor

基　　金：交通运输部水运工程标准项目(JTSBD2019-07-261);天津市应用基础与前沿技术研究计划(17JCYBJC21900);中央级科研院所基本科研业务费资助项目(TKS190304,TKS180102)

摘　　要：海堤是港口海岸工程中经常采用的建筑物,而越浪量标准是影响其设计和使用的重要因素之一。文章对中英美日以及荷兰等国港口相关规范中涉及海堤允许越浪量、斜坡堤越浪量计算方法进行了概述,具体分析了允许越浪限值差异以及各越浪量计算公式的适用性,在此基础上收集了国内外相关工程实例进行验证比较,在不同工况下,对不同方法的计算结果进行对比分析,可为海内外港口相关设计工作提供参考。Seawall is a frequently used building in port and coastal engineering, and wave overtopping standard is one of the important factors that affect its design and use. An overview of the permissible overtopping discharge limit and calculation methods of sloping dike in the relevant port standards of China , Japan, Britain and the United States were given in this paper. Based on the analysis of the difference among these, the relevant engineering cases at home and abroad were collected for verification and comparison, which can provide reference for the design work.

关 键 词：港口工程 规范 海堤 允许越浪量 公式 

分 类 号：U652.71[交通运输工程—港口、海岸及近海工程]