An upstream flux-splitting finite-volume scheme for 2D shallow water equations

被引:19
作者
Lai, JS
Lin, GF [1 ]
Guo, WD
机构
[1] Natl Taiwan Univ, Dept Civil Engn, Taipei 10617, Taiwan
[2] Natl Taiwan Univ, Hydrotech Res Inst, Taipei 10617, Taiwan
关键词
shallow water equations; finite-volume method; artificially upstream flux vector splitting method; Riemann problem;
D O I
10.1002/fld.974
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
An upstream flux-splitting finite-volume (UFF) scheme is proposed for the solutions of the 2D shallow water equations. In the framework of the finite-volume method, the artificially upstream flux vector splitting method is employed to establish the numerical flux function for the local Riemann problem. Based on this algorithm, an UFF scheme without Jacobian matrix operation is developed. The proposed scheme satisfying entropy condition is extended to be second-order-accurate using the MUSCL approach. The proposed UFF scheme and its second-order extension are verified through the simulations of four shallow water problems, including the 1D idealized dam breaking, the oblique hydraulic jump, the circular dam breaking, and the dam-break experiment with 45 bend channel. Meanwhile, the numerical performance of the UFF scheme is compared with those of three well-known upwind schemes, namely the Osher, Roe, and HLL schemes. It is demonstrated that the proposed scheme performs remarkably well for shallow water flows. The simulated results also show that the UFF scheme has superior overall numerical performances among the schemes tested. Copyright (c) 2005 John Wiley & Sons, Ltd.
引用
收藏
页码:1149 / 1174
页数:26
相关论文
共 34 条
[1]   A HIGH-RESOLUTION GODUNOV-TYPE SCHEME IN FINITE VOLUMES FOR THE 2D SHALLOW-WATER EQUATIONS [J].
ALCRUDO, F ;
GARCIANAVARRO, P .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1993, 16 (06) :489-505
[2]  
Anastasiou K, 1997, INT J NUMER METH FL, V24, P1225, DOI 10.1002/(SICI)1097-0363(19970615)24:11<1225::AID-FLD540>3.0.CO
[3]  
2-D
[4]  
Brufau P, 2000, INT J NUMER METH FL, V33, P35, DOI 10.1002/(SICI)1097-0363(20000515)33:1<35::AID-FLD999>3.0.CO
[5]  
2-D
[6]   Advances in calculation methods for supercritical flow in spillway channels [J].
Causon, DM ;
Mingham, CG ;
Ingram, DR .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (10) :1039-1050
[7]   Performance of finite volume solutions to the shallow water equations with shock-capturing schemes [J].
Erduran, KS ;
Kutija, V ;
Hewett, CJM .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2002, 40 (10) :1237-1273
[8]   SUPERCRITICAL-FLOW NEAR AN ABRUPT WALL DEFLECTION [J].
HAGER, WH ;
SCHWALT, M ;
JIMENEZ, O ;
CHAUDHRY, MH .
JOURNAL OF HYDRAULIC RESEARCH, 1994, 32 (01) :103-118
[9]  
HIRSCH C, 1990, NUMERICAL COMPUTATIO
[10]  
Hu K, 1998, INT J NUMER METH FL, V28, P1241, DOI 10.1002/(SICI)1097-0363(19981130)28:8<1241::AID-FLD772>3.0.CO