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淹没状态下半圆型防波堤的水力特性研究
引用本文:饶永红,俞聿修,张宁川.淹没状态下半圆型防波堤的水力特性研究[J].海洋学报,2001,23(2):124-131.
作者姓名:饶永红  俞聿修  张宁川
作者单位:1.海军工程设计研究院工程综合试验研究中心, 山东青岛 266100
摘    要:以淹没状态下的半圆型防波堤为研究对象,采用不规则波断面模型试验,结合典型实例分析了堤体波压分布的特点,指出波浪经过堤顶破碎与否直接影响到堤体所受波力的大小,并建议了开孔办法和波力计算方法.

关 键 词:淹没状态    半圆型防波堤    波浪力    水力特性
文章编号:0253-4193(2001)02-0124-08
收稿时间:2000/6/24 0:00:00
修稿时间:2000年6月24日

Hydraulic experimental study on submerge semi-circular breakwaters
RAO Yong-hong,YU Yu-xiu and ZHANG Ning-chuan.Hydraulic experimental study on submerge semi-circular breakwaters[J].Acta Oceanologica Sinica (in Chinese),2001,23(2):124-131.
Authors:RAO Yong-hong  YU Yu-xiu and ZHANG Ning-chuan
Affiliation:1.Composite Engineering Experiment and Research Center, Navy Engineering Design and Research Institute, Qingdao 266100, China2.State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
Abstract:In the light of typical cases,the distribution characteristics of the wave forces exerted on semi circular breakwaters by irregular waves are studied. It is pointed out that whether the waves going through the top of the breakwater are broken or not will produce a great impact on wave force value. Furthermore, the reasonable holing methods and the formulae to calculate the design wave forces are also proposed.
Keywords:submerge  semi  circular breakwater  wave forces  hydraulic characteristics
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