Regular and irregular wave impacts on floating body

被引:34
|
作者
Li, Yong [1 ]
Lin, Mian [1 ]
机构
[1] Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China
基金
中国国家自然科学基金;
关键词
Floating body; Irregular wave; Wave impact; Numerical wave tank; Finite volume method; PROPAGATION; TANK; EQUATIONS; FORCES; WATER; MODEL;
D O I
10.1016/j.oceaneng.2012.01.019
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Fully nonlinear wave-body interactions for a stationary floating structure under regular and irregular waves for different water depths, wave heights and periods are studied in a 2-D numerical wave tank. The tank model is based on Reynolds-averaged Navier-Stokes equations and renormalization group k-epsilon model. The equations are discretized based on the finite volume method. The pressure implicit splitting of operators scheme is employed to treat the pressure-velocity coupling and a compressive interface capturing scheme is used to capture the free surface on mashes of arbitrary topology. The calculated results for regular wave simulation, irregular wave propagation and wave impacts on floating body are compared with the theoretical/experimental data and the numerical results agree well with analytical/experimental solutions. The mean and maximum wave impacts, including rotational moment, on body are obtained. The effects of water depth, wave height and period on forces and moment have been investigated and the calculated results for irregular waves are compared with those induced by regular waves. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:93 / 101
页数:9
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