Propagation of a solitary wave over rigid porous beds

被引:19
作者
Huang, Ching-Jer [1 ]
Shen, Mao-Lin [1 ]
Chang, Hsing-Han [1 ]
机构
[1] Natl Cheng Kung Univ, Dept Hydraul & Ocean Engn, Tainan 70101, Taiwan
关键词
solitary waves; rigid porous bed; Navier-Stokes equations; Navier-Stokes type model equations; wave height attenuation; boundary layers;
D O I
10.1016/j.oceaneng.2008.04.003
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
The unsteady two-dimensional Navier-Stokes equations and P avier-Stokes type model equations for porous flows were solved numerically to simulate the propagat on of a solitary wave over porous beds. The free surface boundary conditions and the interfacial boundi ry conditions between the water region and the porous bed are in complete form. The incoming wav !s were generated using a piston type wavemaker set up in the computational domain. Accuracy o: the numerical model was verified by comparing the numerical results with the theoretical solutior;. The main characteristics of the flow fields in both the water region and the porous bed were disc issed by specifying the velocity fields. Behaviors of boundary layer flows in both fluid and porous be i regions were also revealed. Effects of different parameters on the wave height attenuation were StL Jied and discussed. The results of this numerical model indicate that for the investigated incident wav ! as the ratio of the porous bed depth to the fluid depth exceeds 10, any further increase of the porous ied depth has no effect on wave height attenuation. (c) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1194 / 1202
页数:9
相关论文
共 33 条
[1]  
[Anonymous], 1995, THESIS DELFT U TECHN
[2]  
Arbhabhirama A., 1973, Journal of the Hydraulic Division, ASCE, V99, P901, DOI DOI 10.1061/JYCEAJ.0003663
[3]   BOUNDARY CONDITIONS AT A NATURALLY PERMEABLE WALL [J].
BEAVERS, GS ;
JOSEPH, DD .
JOURNAL OF FLUID MECHANICS, 1967, 30 :197-&
[4]  
BRINKMAN HC, 1947, APPL SCI RES, V1, P27
[5]  
Chan R. K.-C., 1970, Journal of Computational Physics, V6, P68, DOI 10.1016/0021-9991(70)90005-7
[6]  
CHEN CJ, 1982, 2324 U IOW IOW I HYD
[7]   LAMINAR-FLOW AT THE TRAILING EDGE OF A FLAT-PLATE [J].
CHEN, HC ;
PATEL, VC .
AIAA JOURNAL, 1987, 25 (07) :920-928
[8]   Boussinesq equations for wave transformation on porous beds [J].
Cruz, EC ;
Isobe, M ;
Watanabe, A .
COASTAL ENGINEERING, 1997, 30 (1-2) :125-156
[9]   GENERALIZATION OF DARCY LAW FOR NONUNIFORM FLOWS [J].
DAGAN, G .
WATER RESOURCES RESEARCH, 1979, 15 (01) :1-7
[10]  
Deresiewicz H., 1963, Bull Seismol Soc Am, V53, P783, DOI DOI 10.1785/BSSA0530040783