A numerical model for wave motions and turbulence flows in front of a composite breakwater

被引:252
作者
Hsu, TJ
Sakakiyama, T
Liu, PLF [1 ]
机构
[1] Cornell Univ, Sch Civil & Environm Engn, Ithaca, NY 14853 USA
[2] Cent Res Inst Elect Power Ind, Abiko, Chiba 27011, Japan
基金
美国国家科学基金会;
关键词
composite breakwater; wave forces; breaking wave; turbulence; pore pressure; porous media; numerical modelling;
D O I
10.1016/S0378-3839(02)00045-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A mathematical model based on the Volume-Averaged/Reynolds Averaged Navier-Stokes (VARANS) equations is developed to describe surface wave motions in the vicinity of a coastal structure, which could be either a rigid solid structure or a permeable structure or a combination of both. In the VARANS equations, the volume-averaged Reynolds stress is modeled by adopting the nonlinear eddy viscosity assumption. The model equations for the volume-averaged turbulent kinetic energy and its dissipation rate are derived by taking the volume-average of the standard k-epsilon equations. Because of the volume-averaging process, the effects of the small-scale turbulence in porous media are introduced. The performance of the model is checked by comparing numerical solutions with the experimental data related to a composite breakwater reported by Sakakiyama and Liu [Coast. Eng. 121 (2001) 117]. (C) 2002 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:25 / 50
页数:26
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