A coupled numerical model of wave interaction with porous medium

被引:18
作者
Cheng, Yong-Zhou [1 ,2 ]
Jiang, Chang-Bo [1 ]
Wang, Yong-Yue [3 ]
机构
[1] Changsha Univ Sci & Technol, Sch Hydraul Engn, Changsha 410076, Peoples R China
[2] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul, Nanjing 210098, Peoples R China
[3] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
基金
中国国家自然科学基金;
关键词
Wave; Porous seabed; Coupling model; Wave damping; Pore water pressure; PERMEABLE BED; GRAVITY-WAVES; WATER-WAVES; SIMULATION; FLOWS; TRANSFORMATION; BREAKWATER;
D O I
10.1016/j.oceaneng.2009.06.001
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
A new coupling model of wave interaction with porous medium is established in which the wave field solver is based on the two dimensional Reynolds Averaged Navier-Stokes (RANS) equations with a k epsilon. closure. Incident waves, which could be linear waves, cnoidal waves or solitary waves, are produced by a piston-type wave maker in the computational domain and the free surface is traced through the Piecewise Linear Interface Construction-Volume of Fluid (PLIC-VOF) method. Nonlinear Forchheimer equations are adopted to calculate the flow field within the porous media. By introducing a velocity-pressure correction equation, the wave field and the porous flow field are highly and efficiently coupled. The two fields are solved simultaneously and no boundary condition is needed at the interface of the internal porous flow and the external wave. The newly developed numerical model is used to simulate wave interaction with porous seabed and the numerical results agree well with the experimental data. The additional numerical tests are also conducted to study the effects of seabed thickness, porosity and permeability coefficient on wave damping and the pore water pressure responses. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:952 / 959
页数:8
相关论文
共 37 条
[1]  
[Anonymous], 1992, P 23 INT C COASTAL E
[2]  
CHANG HH, 2004, THESIS NATL CHENG K
[3]   Boussinesq equations for wave transformation on porous beds [J].
Cruz, EC ;
Isobe, M ;
Watanabe, A .
COASTAL ENGINEERING, 1997, 30 (1-2) :125-156
[4]   Numerical modeling of nonlinear water waves over heterogeneous porous beds [J].
Cruz, Eric C. ;
Chen, Qin .
OCEAN ENGINEERING, 2007, 34 (8-9) :1303-1321
[5]   GENERALIZATION OF DARCY LAW FOR NONUNIFORM FLOWS [J].
DAGAN, G .
WATER RESOURCES RESEARCH, 1979, 15 (01) :1-7
[6]  
Dean RG., 1991, Water Wave Mechanics for Engineers and Scientists, V2
[7]  
DEGUCHI I, 1988, P 36 JAP C COAST ENG, P487
[8]   GRAVITY-WAVES OVER POROUS BOTTOMS [J].
GU, ZH ;
WANG, H .
COASTAL ENGINEERING, 1991, 15 (5-6) :497-524
[9]   Verification of a VOF-based two-phase flow model for wave breaking and wave-structure interactions [J].
Hieu, Phung Dang ;
Tanimoto, Katsutoshi .
OCEAN ENGINEERING, 2006, 33 (11-12) :1565-1588
[10]   VOLUME OF FLUID (VOF) METHOD FOR THE DYNAMICS OF FREE BOUNDARIES [J].
HIRT, CW ;
NICHOLS, BD .
JOURNAL OF COMPUTATIONAL PHYSICS, 1981, 39 (01) :201-225