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斜坡堤防浪墙型式合理性试验研究
引用本文:琚烈红.斜坡堤防浪墙型式合理性试验研究[J].水运工程,2006(5):1-3,7.
作者姓名:琚烈红
作者单位:南京水利科学研究院,江苏,南京,210024
摘    要:在海堤、护岸等斜坡式防浪建筑物中,为满足越浪与稳定要求,减少工程投资,通常在堤顶设置防浪墙。通过对常用的直立式及几种圆弧式防浪墙进行物理模型试验,测量作用其上的波浪力和越浪量,分析不同防浪墙形式在受力和越浪上各自的特点,并讨论防浪墙型式引起的越浪和受力的相互关系,可供斜坡堤防浪墙设计参考。

关 键 词:防浪墙  波浪力  越浪量
文章编号:1002-4972(2006)05-0001-03
收稿时间:2005-12-13
修稿时间:2005-12-13

Experimental Research on Rationality of Wave Screen Types of Sloping Breakwaters
JU Lie-hong.Experimental Research on Rationality of Wave Screen Types of Sloping Breakwaters[J].Port & Waterway Engineering,2006(5):1-3,7.
Authors:JU Lie-hong
Institution:Nanjing Hydraulic Research Institute, Nanjing 210098, China
Abstract:Wave screens are often constructed seawall, revetments, etc. to meet the requirements on the top of sloping wave protection constructions such as of overtopping and stability and cut down engineering cost. Physical model test about vertical and several arc type wave screens which were commonly used was carried out, measuring the wave force and overtopping on the wave screens, analyzing the characteristics of wave force and overtopping of different types of wave screens, and researching the mutual relationship between the wave force and overtopping due to different types of wave screens, to service as a reference for wave screen design of sloping breakwater.
Keywords:wave screen  wave force  overtopping
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