Discretization of Multidimensional Mathematical Equations of Dam Break Phenomena Using a Novel Approach of Finite Volume Method
Author(s) -
Hamid Reza Vosoughifar,
Azam Dolatshah,
Seyed Kazem Sadat Shokouhi
Publication year - 2013
Publication title -
journal of applied mathematics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.307
H-Index - 43
eISSN - 1687-0042
pISSN - 1110-757X
DOI - 10.1155/2013/642485
Subject(s) - classification of discontinuities , finite volume method , dam break , discretization , shallow water equations , voronoi diagram , finite volume method for one dimensional steady state diffusion , grid , asymmetry , mathematics , mathematical optimization , computer science , mechanics , mathematical analysis , geometry , partial differential equation , physics , numerical partial differential equations , philosophy , theology , quantum mechanics , flood myth
This paper was concerned to simulate both wet and dry bed dam break problems. A high-resolution finite volume method (FVM) was employed to solve the one-dimensional (1D) and two-dimensional (2D) shallow water equations (SWEs) using an unstructured Voronoi mesh grid. In this attempt, the robust local Lax-Friedrichs (LLxF) scheme was used for the calculating of the numerical flux at cells interfaces. The model named V-Break was run under the asymmetry partial and circular dam break conditions and then verified by comparing the model outputs with the documented results. Due to a precise agreement between those output and documented results, the V-Break could be considered as a reliable method for dealing with shallow water (SW) and shock problems, especially those having discontinuities. In addition, statistical observations indicated a good conformity between the V-Break and analytical results clearly
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