A numerical model for three-dimensional shallow water flows with sharp gradients over mobile topography

被引:3
作者
Liu, Xin [1 ]
Mohammadian, Abdolmajid [1 ]
Sedano, Julio Angel Infante [1 ]
机构
[1] Univ Ottawa, Dept Civil Engn, 161 Louis Pasteur St, Ottawa, ON, Canada
关键词
3-D shallow water equations; sigma-coordinates; Relaxation method; Bed erosion; Finite volume method; Dam-break; CENTRAL-UPWIND SCHEMES; DAM-BREAK FLOWS; TRIANGULAR GRIDS; MOVABLE BEDS; SIMULATION; SYSTEM; EULER;
D O I
10.1016/j.compfluid.2017.05.021
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This study aims to develop a three-dimensional (3-D) numerical model for shallow water flows over mobile topography, which is capable of simulating morphological evolution under shock waves, e.g. dam break flows. The hydrodynamic model solves the three-dimensional shallow water equations (SWEs) using a finite volume method on prismatic cells in sigma-coordinates. The morphodynamic model solves an Exner equation consisting of bed-load sediment transportation. Using a relaxation approach, a hyperbolic system is built for hydrodynamic system, which allows for using a Godunov-type central-upwind method to capture the shocks and approximate the numerical fluxes. Consequently, the 3D-SWEs-Exner model proposed in the present study can stably and accurately solve the dam-break flows over mobile beds. A spatially and temporally second-order "prismatic" central-upwind method is used to approximate the numerical fluxes through cell interfaces. The Exner equation is solved using an upwind method. Using spatially linear reconstruction and explicit two-stage Runge-Kutta time discretization, second order accuracy is achieved in space and time. The proposed model can preserve the well-balanced property due to the special discretization of bed-slope source terms. The proposed model is validated by several tests with experimental measurements, and is compared with the simulated results using reported two-dimensional (2-D) models. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 11
页数:11
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