Large eddy simulation of spilling and plunging breakers

被引:134
作者
Christensen, ED [1 ]
机构
[1] DHI Water & Environm, DK-2970 Horsholm, Denmark
关键词
breaking waves; undertow; flow structures; numerical models; large eddy simulation;
D O I
10.1016/j.coastaleng.2005.11.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A Navier-Stokes solver with a free surface model is used for simulating wave breaking, undertow, and turbulence in breaking waves. The free surface model is based on the Volume of Fluid concept. Turbulence scales larger than the grid scale are simulated directly while turbulence scales smaller than the grid scale are represented by a sub-grid scale model. Two different approaches for the sub-grid scale model have been applied, which are the Smagorinsky model and a model based on a k-equation for the sub-grid scale turbulence. The waves approach the shore in shore-normal direction and break on a plane constant sloping beach. Periodic spilling and plunging breakers are simulated for 20 and 16 wave periods, respectively. The set-up, undertow, and turbulence levels are compared to experimental results. Despite the rather coarse resolution of the computational domain, satisfactory results for the wave height decay and undertow have been obtained. However, the turbulence levels are overpredicted when using the standard values of the model parameters and a complete answer to this problem has not been found. Furthermore, the evolution of vorticity, over the wave period has been studied. It shows that at the initial breaking point vorticity is generated around the vertical as well as around the transverse axis. Later vorticity around the longitudinal axis (offshore-onshore direction) is generated, probably through deformation of vorticity around the other axis. (C) 2005 Elsevier B.V. All rights reserved.
引用
收藏
页码:463 / 485
页数:23
相关论文
共 51 条
[1]  
[Anonymous], [No title captured]
[2]   SURF-ZONE DYNAMICS [J].
BATTJES, JA .
ANNUAL REVIEW OF FLUID MECHANICS, 1988, 20 :257-293
[3]   Numerical simulation of surf zone dynamics [J].
Bradford, SF .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2000, 126 (01) :1-13
[4]  
CHEN S, 1991, COMPUTATIONAL MODELL, V1, P226
[5]   Vertical variation of the flow across the surf zone [J].
Christensen, ED ;
Walstra, DJ ;
Emerat, N .
COASTAL ENGINEERING, 2002, 45 (3-4) :169-198
[6]   Large eddy simulation of breaking waves [J].
Christensen, ED ;
Deigaard, R .
COASTAL ENGINEERING, 2001, 42 (01) :53-86
[7]  
CHRISTENSEN ED, 2000, P 27 INT C COAST ENG, V3, P2467
[8]   Hydrodynamics and sediment transport in the swash zone: a review and perspectives [J].
Elfrink, B ;
Baldock, T .
COASTAL ENGINEERING, 2002, 45 (3-4) :149-167
[9]  
EMARAT N, 2000, P 27 INT C COAST ENG, V1, P891
[10]  
Ferziger J H., 2002, Computational Methods for Fluid Dynamics, Vvol 3, DOI [10.1007/978-3-642-56026-2, DOI 10.1007/978-3-642-56026-2]