Computational fluid dynamics modeling of abutment scour under steady current using the level set method

被引:1
|
作者
Mohammad Saud Afzal [1 ]
Hans Bihs [2 ]
Lalit Kumar [1 ]
机构
[1] Department of Civil Engineering,Indian Institute of Technology
[2] Department of Civil and Environmental Engineering,Norwegian University of Science and Technology
关键词
Sediment transport; Computational Fluid Dynamics(CFD); Reynolds-Averaged Navier Stokes(RANS); Level Set Method(LSM); Weighted Essentially Non-Oscillatory(WENO); Total Variation Diminishing(TVD);
D O I
暂无
中图分类号
U442.32 [];
学科分类号
0814 ; 081406 ;
摘要
The scour and deposition pattern around an abutment under constant discharge condition is calculated using a three dimensional(3D) Computational Fluid Dynamics(CFD) model.The Reynolds-Averaged Navier Stokes(RANS) equations are solved in three dimensions using a CFD model.The Level Set Method(LSM) is used for calculation of both free surface and bed topography.The two-equation turbulence model(k-ε and k-ω) is used to calculate the eddy viscosity in the RANS equations.The pressure term in the RANS equations on a staggered grid is modeled using the Chorin’s projection method.The 5th order Weighted Essentially Non-Oscillatory(WENO) scheme discretizes the convective term of the RANS equations.The Kovacs and Parker and Dey formulations are used for the reduction in bed shear stress on the sloping bed.The model also used the sandslide algorithm which limits bed shear stress reduction during the erosion process.The numerical model solution is validated against experimental results collected at the Politecnico di Milano,Milan,Italy.Furthe r,the numerical model is tested for perfo rmance by varying the grid sizes and key parameters like the space and time discretization schemes.The effect of varying bed porosity has been evaluated.Overall,the free surface is well represented in a realistic manner and bed topography is well predicted using the Level Set Method(LSM).
引用
收藏
页码:355 / 364
页数:10
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