Numerical investigation of solitary wave action on two rectangular boxes with a narrow gap

被引:5
|
作者
Ning Dezhi [1 ]
Su Xiaojie [1 ,3 ]
Zhao Ming [2 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[2] Univ Western Sydney, Sch Comp Engn & Math, Penrith, NSW 2751, Australia
[3] CCCC Tianjin Port & Waterway Prospect & Design Re, Tianjin 300042, Peoples R China
基金
中国国家自然科学基金;
关键词
narrow gap; numerical wave flume; solitary wave; wave force; higher-order boundary element method; VERTICAL WALL; PROPAGATION; REFLECTION; COLLISIONS; BODIES; RUNUP;
D O I
10.1007/s13131-016-0967-x
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
Based on the time-domain higher-order boundary element method (HOBEM), a two-dimensional numerical wave flume is developed to investigate solitary wave interaction with two rectangular boxes with a narrow gap. In the numerical model, the fully nonlinear boundary conditions are satisfied on the free surface, the mixed Eulerian-Lagrangian method is adopted to track the transient water surface and the fourth-order Runga-Kutta method is used to predict the velocity potential and wave elevation on the free surface. The acceleration potential technique is used to compute the transient wave forces along the wetted object surface. A piston-type wavemaker is used to generate solitary waves. The proposed model is validated by comparing the simulated wave run-up and the wave loads with the published experimental and numerical results of the reflection of a solitary wave from a vertical wall. Then, numerical experiments are performed to study the effects of the narrow gap and the size of each box on the wave run-ups at the two sides of the two-box system and in the narrow gap between two boxes, and the wave loads on the two boxes. The interaction between double solitary waves with a time interval between them with a two-box system is also investigated.
引用
收藏
页码:89 / 99
页数:11
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