Study on the interaction of water waves with semi-circular breakwater

被引：0

作者：

Jia, DH ^{[1
]}

机构：

[1] Minist Commun, Design Inst Navigat Engn 1, Tianjin 300222, Peoples R China

来源：

CHINA OCEAN ENGINEERING | 1999年 / 13卷 / 01期

关键词：

semi-circular breakwater; water waves; interaction; Cauchy boundary integral;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The present study investigates the interaction of steep waves with semi-circular breakwater with the complex plane's Cauchy boundary integral theorem. The boundary integral method is used to transform the calculation in fluid domain into its boundary alone. In the calculation the computation domain is moved with the propagation of waves. A numerical solution is obtained for incident Stokes waves passing the submerged obstacles. This method has been extended to the calculation of wave run-up on a slope for estimating wave overtopping.

引用

页码：73 / 80

页数：8

共 6 条

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PEREGRINE, DH
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[2] Dold J.W., 1986, Numerical Methods for Fluid Dynamics II, P671
[3] DEFORMATION OF STEEP SURFACE-WAVES ON WATER .1. NUMERICAL-METHOD OF COMPUTATION
LONGUETHIGGINS, MS
COKELET, ED
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[4] Sasajima H., 1994, P HYDROPORT 94 YOK J, V1, P593
[5] INSTABILITY AND BREAKING OF A SOLITARY WAVE
TANAKA, M
DOLD, JW
LEWY, M
PEREGRINE, DH
[J]. JOURNAL OF FLUID MECHANICS, 1987, 185 : 235 - 248
[6] WENG KQ, 1986, OCEAN ENG, V4, P79

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