AN EFFICIENT NUMERICAL SCHEME FOR THE 2-DIMENSIONAL SHALLOW-WATER EQUATIONS USING ARITHMETIC AVERAGING

被引:7
作者
GLAISTER, P
机构
[1] Department of Mathematics, Reading, RG6 2AX
关键词
D O I
10.1016/0898-1221(94)90008-6
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
A finite difference scheme based on flux difference splitting is presented for the solution of the two-dimensional shallow water equations of ideal fluid flow. A linearised problem, analogous to that of Riemann for gas dynamics is defined, and a scheme, based on numerical characteristic decomposition is presented for obtaining approximate solutions to the linearised problem, and incorporates the technique of operator splitting. An average of the flow variables across the interface between cells is required, and this average is chosen to be the arithmetic mean for computational efficiency leading to arithmetic averaging. This is in contrast to usual 'square root' averages found in this type of Riemann solver, where the computational expense can be prohibitive. The method of upwind differencing is used for the resulting scalar problems, together with a flux limiter for obtaining a second order scheme which avoids nonphysical, spurious oscillations. An extension to the two-dimensional equations with source terms is included. The scheme is applied to the one-dimensional problems of a breaking dam and reflection of a bore, and in each case the approximate solution is compared to the exact solution of ideal fluid flow. The scheme is also applied to a problem of stationary bore generation in a channel of variable cross-section. Finally, the scheme is applied to two other darn-break problems, this time in two dimensions with one having cylindrical symmetry. Each approximate solution compares well with those given by other authors.
引用
收藏
页码:97 / 117
页数:21
相关论文
共 11 条
[1]  
[Anonymous], 1979, COMPUTATIONAL HYDRAU
[2]  
Cunge J., 1980, PRACTICAL ASPECTS CO
[3]   SIMULATION OF ONE-DIMENSIONAL DAM-BREAK FLOWS [J].
FENNEMA, RJ ;
CHAUDHRY, MH .
JOURNAL OF HYDRAULIC RESEARCH, 1987, 25 (01) :41-51
[4]   IMPLICIT METHODS FOR TWO-DIMENSIONAL UNSTEADY FREE-SURFACE FLOWS [J].
FENNEMA, RJ ;
CHAUDHRY, MH .
JOURNAL OF HYDRAULIC RESEARCH, 1989, 27 (03) :321-332
[5]   PREDICTION OF SUPERCRITICAL-FLOW IN OPEN CHANNELS [J].
GLAISTER, P .
COMPUTERS & MATHEMATICS WITH APPLICATIONS, 1992, 24 (07) :69-75
[6]  
Godunov S K, 1959, MAT SBORNIK, V47, P271
[7]  
Stoker J.J., 2011, WATER WAVES MATH THE, V36, DOI DOI 10.1002/9781118033159
[9]   SIMPLIFIED GODUNOV SCHEMES FOR 2X2 SYSTEMS OF CONSERVATION-LAWS [J].
VILA, JP .
SIAM JOURNAL ON NUMERICAL ANALYSIS, 1986, 23 (06) :1173-1192
[10]  
VILA JP, 1987, 12 P C IAHR LAUS, P120