FLUX DIFFERENCE SPLITTING FOR OPEN-CHANNEL FLOWS

被引:53
作者
GLAISTER, P
机构
[1] Department of Mathematics, University of Reading, Reading, RG6 2AX
关键词
SHALLOW-WATER EQUATIONS; SUBCRITICAL AND SUPERCRITICAL FLOWS; OPEN CHANNELS;
D O I
10.1002/fld.1650160706
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A finite difference scheme based on flux difference splitting is presented for the solution of the one-dimensional shallow-water equations in open channels, together with an extension to two-dimensional flows. A linearized 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 linearized problem. 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 non-physical, spurious oscillations. The scheme is applied to a one-dimensional dam-break problem, and to a problem of flow in a river whose geometry induces a region of supercritical flow. The scheme is also applied to a two-dimensional dam-break problem. The numerical results are compared with the exact solution, or other numerical results, where available.
引用
收藏
页码:629 / 654
页数:26
相关论文
共 14 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
[6]  
Godunov S K, 1959, MAT SBORNIK, V47, P271
[7]  
GOUSSEBAILE J, 1989, HYDRAULIC ENV MODELL
[8]  
PREISSMAN A, 1961, 1ST C FRENCH ASS COM
[9]  
PRIESTLEY A, 1991, UNPUB J COMPUT PHYS
[10]  
Stoker J.J., 2011, WATER WAVES MATH THE, V36, DOI DOI 10.1002/9781118033159