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Two‐dimensional dam break flow simulation
Author(s) -
Brufau P.,
GarciaNavarro P.
Publication year - 2000
Publication title -
international journal for numerical methods in fluids
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.938
H-Index - 112
eISSN - 1097-0363
pISSN - 0271-2091
DOI - 10.1002/(sici)1097-0363(20000515)33:1<35::aid-fld999>3.0.co;2-d
Subject(s) - riemann solver , dam break , finite volume method , shallow water equations , discretization , roe solver , flow (mathematics) , free surface , open channel flow , solver , channel (broadcasting) , computer simulation , mechanics , delaunay triangulation , mathematics , geology , geometry , engineering , mathematical analysis , mathematical optimization , physics , philosophy , theology , electrical engineering , flood myth
Numerical modelling of shallow water flow in two dimensions is presented in this work with the results obtained in dam break tests. Free surface flow in channels can be described mathematically by the shallow‐water system of equations. These equations have been discretized using an approach based on unstructured Delaunay triangles and applied to the simulation of two‐dimensional dam break flows. A cell centred finite volume method based on Roe's approximate Riemann solver across the edges of the cells is presented and the results are compared for first‐ and second‐order accuracy. Special treatment of the friction term has been adopted and will be described. The scheme is capable of handling complex flow domains as shown in the simulation corresponding to the test cases proposed, i.e. that of a dam break wave propagating into a 45° bend channel (UCL) and in a channel with a constriction (LNEC‐IST). Comparisons of experimental and numerical results are shown. Copyright © 2000 John Wiley & Sons, Ltd.