Large eddy simulation of free surface shallow-water flow

被引:0
|
作者
Li, CW [1 ]
Wang, JH [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Kowloon, Hong Kong, Peoples R China
关键词
free surface; large eddy simulation; shallow water; turbulence modelling;
D O I
10.1002/1097-0363(20000915)34:1<31::AID-FLD47>3.3.CO;2-L
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Shallow-water flow with free surface frequently occurs in ambient water bodies, in which the horizontal scale of motion is generally two orders of magnitude greater than the water depth. To accurately predict this flow phenomenon in more detail, a three-dimensional numerical model incorporating the method of large eddy simulation (LES) has been developed and assessed. The governing equations are split into three parts in the finite difference solution: advection, dispersion and propagation. The advection part is solved by the QUICKEST scheme. The dispersion part is solved by the central difference method and the propagation part is solved implicitly using the Gauss-Seidel iteration method. The model has been applied to free surface channel flow for which ample experimental data are available for verification. The inflow boundary condition for turbulence is generated by a spectral line processor. The computed results compare favourably with the experimental data and those results obtained by using a periodic boundary condition. The performance of the model is also assessed for the case in which anisotropic grids and filters with horizontal grid size of the order of the water depth are used for computational efficiency. The coarse horizontal grid was found to cause a significant reduction in the large-scale turbulent motion generated by the bottom turbulence, and the turbulent motion is predominately described by the sub-grid scale (SGS) terms. The use of the Smagorinsky model for SGS turbulence in this situation is found inappropriate. A parabolic mixing length model, which accounts for the filtered turbulence, is then proposed. The new model can reproduce more accurately the flow quantities. Copyright (C) 2000 John Wiley & Sons, Ltd.
引用
收藏
页码:31 / 46
页数:16
相关论文
共 50 条
  • [31] LARGE-EDDY SIMULATION OF FILM COOLING FLOW EJECTED IN A SHALLOW CAVITY
    Renze, Peter
    Schroeder, Wolfgang
    Meinke, Matthias
    PROCEEDINGS OF THE ASME TURBO EXPO 2008, VOL 4, PTS A AND B, 2008, : 55 - 64
  • [32] LARGE EDDY SIMULATION OF VERTICAL JET IMPINGEMENT WITH A FREE SURFACE
    Chen Yong-ping
    Li Chi-wai
    Zhang Chang-kuang
    JOURNAL OF HYDRODYNAMICS, 2006, 18 (02) : 148 - 155
  • [33] ULTRASONIC SIMULATION OF SHALLOW-WATER SOUND PROPAGATION
    RHODES, RA
    GOODNIGH.LE
    JOURNAL OF THE ACOUSTICAL SOCIETY OF AMERICA, 1967, 42 (05): : 1156 - &
  • [34] Simulation of nonlinear waves in shallow-water basins
    Wang, KH
    Li, WM
    OCEAN WAVE KINEMATICS, DYNAMICS AND LOADS ON STRUCTURES, 1998, : 100 - 107
  • [35] WAVES PRODUCED BY A BODY FALL ON THE FREE-SURFACE OF A SHALLOW-WATER - EXPERIMENT
    BUKREEV, VI
    GUSEV, AV
    DOKLADY AKADEMII NAUK, 1995, 341 (06) : 761 - 763
  • [36] Study and simulation of nonlinear surface gravity waves under shallow-water conditions
    Abbasov, IB
    IZVESTIYA ATMOSPHERIC AND OCEANIC PHYSICS, 2003, 39 (04) : 506 - 511
  • [37] Scalar transport in large-eddy simulation of Langmuir turbulence in shallow water
    Akan, Cigdem
    Tejada-Martinez, Andres E.
    Grosch, Chester E.
    Martinat, Guillaume
    CONTINENTAL SHELF RESEARCH, 2013, 55 : 1 - 16
  • [38] A Finite Volume Method for Large-Eddy Simulation of Shallow Water Equations
    Abdellaoui, Rajaa
    Benkhaldoun, Fayssal
    Elmahi, Imad
    Seaid, Mohammed
    FINITE VOLUMES FOR COMPLEX APPLICATIONS VII - ELLIPTIC, PARABOLIC AND HYPERBOLIC PROBLEMS, FVCA 7, 2014, 78 : 741 - 748
  • [39] Large eddy simulation of water flow over series of dunes
    Jun LU 1
    Water Science and Engineering, 2011, 4 (04) : 421 - 430
  • [40] Large eddy simulation of water flow over series of dunes
    Lu, Jun
    Wang, Ling-ling
    Zhu, Hai
    Dai, Hui-chao
    WATER SCIENCE AND ENGINEERING, 2011, 4 (04) : 421 - 430