Numerical Simulation of Dam-Break Problem Using Staggered Finite Volume Method

被引：6

作者：

Budiasih, L. K. ^{[1
,2
]}

Wiryanto, L. H. ^{[1
]}

机构：

[1] Bandung Inst Teclmol, Dept Math, Bandung, Indonesia

[2] Sanata Dharma Univ, Dept Math, Yogyakarta, Indonesia

来源：

PROCEEDINGS OF THE 7TH SEAMS UGM INTERNATIONAL CONFERENCE ON MATHEMATICS AND ITS APPLICATIONS 2015: ENHANCING THE ROLE OF MATHEMATICS IN INTERDISCIPLINARY RESEARCH | 2016年 / 1707卷

关键词：

non-linear shallow water equations; staggered finite volume method; dam-break;

D O I：

10.1063/1.4940835

中图分类号：

O29 [应用数学];

学科分类号：

070104 ;

摘要：

A problem in a dam-break is when a wall separating two sides of water is removed. A shock wave occurs and propagates. The behavior of the wave is interesting to be investigated with respect to the water depth and its wave speed. The aim of this research is to model dam-break problem using the non-linear shallow water equations and solve them numerically using staggered finite volume method. The solution is used to simulate the dam-break on a wet bed. Our numerical solution will be compared to the analytical solution of shallow water equations for dam-break problem. The momentum non-conservative finite volume scheme on a staggered grid will give a good agreement for dam-break problem on a wet bed, for depth ratios greater than 0.25.

引用

页数：8

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