COMPUTATIONS OF FREE-SURFACE FLOWS .1. ONE-DIMENSIONAL DAM-BREAK FLOW

被引:32
作者
YANG, JY
CHANG, SH
HSU, CA
机构
关键词
D O I
10.1080/00221689309498857
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, various modern characteristics-based high resolution nonoscillatory shock-capturing finite difference and Petrov-Galerkin finite element methods are presented for the computation of one-dimensional unsteady free surface flows resulting from a dam-breaking. The adopted schemes come directly from gas flow computations in gas dynamics. The computed results are compared with analytic solutions to assess their validity. It is demonstrated that accurate predictions of high speed open channel flows are obtainable using the present schemes. An analytic solution for sudden formation of a bore wave is also included.
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页码:19 / 34
页数:16
相关论文
共 15 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]   APPROXIMATE RIEMANN SOLUTIONS OF THE SHALLOW-WATER EQUATIONS [J].
GLAISTER, P .
JOURNAL OF HYDRAULIC RESEARCH, 1988, 26 (03) :293-306
[5]  
Godunov S K, 1959, MAT SBORNIK, V47, P271
[6]   ENO SCHEMES WITH SUBCELL RESOLUTION [J].
HARTEN, A .
JOURNAL OF COMPUTATIONAL PHYSICS, 1989, 83 (01) :148-184
[7]   UNIFORMLY HIGH-ORDER ACCURATE NONOSCILLATORY SCHEMES .1. [J].
HARTEN, A ;
OSHER, S .
SIAM JOURNAL ON NUMERICAL ANALYSIS, 1987, 24 (02) :279-309
[8]   HIGH-RESOLUTION SCHEMES FOR HYPERBOLIC CONSERVATION-LAWS [J].
HARTEN, A .
JOURNAL OF COMPUTATIONAL PHYSICS, 1983, 49 (03) :357-393
[9]  
HUI WH, 1991, IN PRESS J COMPUTATI
[10]   Approximate Riemann solvers, parameter vectors, and difference schemes (Reprinted from the Journal of Computational Physics, vol 43, pg 357-372, 1981) [J].
Roe, PL .
JOURNAL OF COMPUTATIONAL PHYSICS, 1997, 135 (02) :250-258