A QUASI-RIEMANNIAN METHOD FOR THE SOLUTION OF ONE-DIMENSIONAL SHALLOW-WATER FLOW

被引:4
|
作者
PRIESTLEY, A
机构
[1] Institute of Computational Fluid Dynamics, University of Reading, Whiteknights, Reading, RG6 2AX
关键词
D O I
10.1006/jcph.1993.1098
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this paper we consider the flow in an open channel, where super-critical flow may be induced by the geometry of the channel. The scheme presented calculates the Riemann invariants along characteristic curves and hence has no CFL limit. The presence of source terms may lead to a restriction on the time-step though, to ensure the stability of the ODE solver used. A high order monotone interpolation is used to provide accuracy whilst not inducing oscillations at hydraulic jumps. © 1993 Academic Press, Inc.
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页码:139 / 146
页数:8
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