The theoretical study on diagonal wave interaction with perforated-wall breakwater with rock fill

LIU Hongjie; LIU Yong; LI Yucheng

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The theoretical study on diagonal wave interaction with perforated-wall breakwater with rock fill

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摘要

The interaction of diagonal waves with perforated-wall breakwater partially filled with rock fill is studied using the linear potential theory.By means of the matched eigenfunction expansion method,an analytical method is presented to calculate the reflection coefficient and the wave force coefficient of the breakwater.The calculated results of the reflection coefficient for limiting cases are the same to the existing results.The main effect factors of the reflection coefficient and the wave force coefficient are analyzed by numerical examples.With the increasing of thickness of rock fill,the wave force coefficient on the perforated wall generally decreases,while the reflection coefficient increases.With the increasing of the incident angle of the wave,the reflection coefficient of the breakwater first decreases,reaches its minimum,and then increases monotonously.

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来源
《海洋学报：英文版》 |2009年第6期|103-110|共8页
作者
LIU Hongjie; LIU Yong; LI Yucheng;
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作者单位

Zhejiang Provincial Planning;

Design ＆ Research Institute of Communications;

Hangzhou 310006;

China;

College of Engineering;

Ocean University of China;

Qingdao 266100;

China;

State Key Laboratory of Coastal and Offshore Engineering;

Dalian University of Technology;

Dalian 116023;

China;

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原文格式 PDF
正文语种 chi
中图分类热弹性力学（热应力）;外堤;
关键词
相互作用; 防波堤; 穿孔; 岩石; 斜向波; 特征函数展开法; 反射系数; 填补;

机译：相互作用;防波堤;穿孔;岩石;斜向波;特征函数展开法;反射系数;填补;

The theoretical study on diagonal wave interaction with perforated-wall breakwater with rock fill

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