Three-dimensional flow characteristics around permeable submerged breakwaters with open inlet

被引:29
作者
Hur, Dong-Soo [1 ]
Lee, Woo-Dong
Cho, Won-Chul [2 ]
机构
[1] Gyeongsang Natl Univ, Dept Ocean Civil Engn, Inst Marine Ind, Tongyeong 650160, South Korea
[2] Chung Ang Univ, Dept Civil & Environm Engn, Seoul 156756, South Korea
关键词
3-D numerical model; 3-D flow; Large eddy simulation; Submerged breakwater; Wave breaking point; Mean surface elevation; Circular flow; Vorticity; LARGE-EDDY SIMULATION; NUMERICAL-SIMULATION; WAVE-FORCES; GENERATION;
D O I
10.1016/j.oceaneng.2012.01.029
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
We analyzed the three dimensional hydrodynamic characteristics around fully submerged dual breakwaters with a sandy beach using a newly developed three-dimensional numerical scheme. Using our model which considers wave-structure-sandy seabed interactions in a 3-D wave field, we were able to determine the direct effects of the porous media of submerged breakwaters and a sandy beach on the flow characteristics. We also used a large eddy simulation with a sub-grid scale model to compute eddy viscosity. The numerical analysis reveals that relatively large circular flows around the ends of the submerged breakwaters are generated, and that the magnitudes of these flows depend on the difference in the mean surface elevation between offshore and onshore. Three-dimensional analyses of the mean flow and the mean vorticity in the x-y, x-z, and y-z planes reveal patterns quite different from those revealed by prior 2-D numerical analysis studies. The distributions of wave breaking point and mean surface elevation around the submerged breakwaters are also analyzed and discussed in detail. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:100 / 116
页数:17
相关论文
共 44 条
[31]   Laboratory experiment and three-dimensional large eddy simulation of wave overtopping on gentle slope seawalls [J].
Okayasu, A ;
Suzuki, T ;
Matsubayashi, Y .
COASTAL ENGINEERING JOURNAL, 2005, 47 (2-3) :71-89
[32]  
Osanai K., 2003, ANN J CIVIL ENG OCEA, V19, P213
[33]  
Petit HAH, 1994, P 24 INT C COAST ENG, V1, P511
[34]   Shoreline response to submerged structures: A review [J].
Ranasinghe, R ;
Turner, IL .
COASTAL ENGINEERING, 2006, 53 (01) :65-79
[35]  
Schumann U, 1987, LECT SERIES 1987 200, P1
[36]  
Smagorinsky J., 1963, Am Meteorol Soc, V91, P99, DOI [10.1175/1520-0493(1963)091<0099:GCEWTP>2.3.CO
[37]  
2, DOI 10.1175/1520-0493(1963)0912.3.CO
[38]  
2, 10.1175/1520-0493(1963)091andlt
[39]  
0099:GCEWTPandgt
[40]  
2.3.CO