Central scheme for two-dimensional dam-break flow simulation

被引:58
|
作者
Gottardi, G
Venutelli, M
机构
[1] Univ Bologna, Fac Ingn, Dipartimento Ingn Chim Mineraria & Tecnol Ambient, I-40136 Bologna, Italy
[2] Univ Pisa, Dipartimento Ingn Civile, I-56126 Pisa, Italy
关键词
Saint-Venant equations; shallow water flow model; central difference schemes; incompressible fluid flow; shock phenomena; Dam-break problem;
D O I
10.1016/j.advwatres.2003.12.006
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
A new second-order central scheme (KT), proposed by Kurganov and Tadmor, have been used for the solution of the two-dimensional dam-break problem. After having assumed as basis of the dam-break phenomenon the set of 2D nonhomogeneous Saint-Venant equations.. the KT scheme in its semi-discrete second-order form has been extended for taking into account the presence of a source term. Time integration has been performed by using a third-order TVD Runge-Kutta scheme. To demonstrate the accuracy of this explicit method, the solution obtained by this model for a dam-break problem of one-dimensional flow has been compared with the corresponding analytical solution, moreover, the solutions obtained for two test cases of two-dimensional flow have been compared with the experimental results. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:259 / 268
页数:10
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