摘要
回顾了浙江沿海原土石结合塘的损毁情况,指出不合理的塘顶高程和较弱护面结构是其主要原因;分析了1997年以后建成的海塘防潮档浪的特性;探讨了海塘运行以来出现的问题,为新建海塘提供技术支撑。
This paper reviews the damage pattern of previous clay-stone seawall along coast in Zhejiang province and pointed that main reasons of damage is irrational determination method of crown elevation and weak structure of covering layer. This paper analyses the character of tidal-resistance and wave prevention of seawall built after 1997 ,and discusses the problems of the seawall. It provides technical support for new seawall.
出处
《中国海洋平台》
2007年第5期27-32,37,共7页
China offshore Platform
关键词
海塘
爬高
越浪量
seawall, runup, wave overtopping rate
