Diffraction of a Solitary Wave by an Infinitely Long Breakwater with a Gap

被引:0
作者
Chang, Chih-Hua [1 ]
Wang, Keh-Han [2 ]
机构
[1] Ling Tung Univ, Dept Informat Management, Taichung 408, Taiwan
[2] Univ Houston, Dept Civil & Environm Engn, Houston, TX 77204 USA
来源
PROCEEDINGS OF THE 35TH IAHR WORLD CONGRESS, VOLS I AND II | 2013年
关键词
Solitary wave; Fully-nonlinear wave; Three-dimensional wave; Diffraction; Tsunami; SCATTERING; CYLINDER; WATER;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The theme of this study is to apply a three-dimensional fully-nonlinear water-wave model to simulate a solitary wave striking upon a long breakwater with an opening. It is assumed the wave is non-breaking and the effect of surface tension is negligible. For the numerical method, the Laplace equation of the velocity potential with complete nonlinear boundary conditions is solved through a finite-difference algorithm developed in this study. The transient boundary-fitted grid system is incorporated in the solver to capture the free surface. As a solitary wave impacts upon an infinitely long breakwater with a gap, part of the waves are reflected back from the breakwater (Region I) while some waves transmit through the opening into the shadow region (Region II). The present numerical solutions are compared with published data for model verification. In addition, the wave diffraction patterns according to the factors of incident solitary-wave amplitude and gap width are examined and discussed.
引用
收藏
页码:1068 / 1075
页数:8
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