The motion of flood waves resulting from dam break are investigated numeric
ally. The Roe approximate Riemann solver is applied to the system of shallo
w water equations. This system is combined with pollutant transport diffusi
on equation and solved on structured and non-structured grids. An entropy f
ix for the numerical scheme enables to handle initial dry area flows even i
n complicated geometry cases, without loss of mass positivity. To discretiz
e the diffusion term, a nine point spatial discretization is used on a stru
ctured grid and a four point finite volume scheme is used on unstructured m
eshes. In order to have flexibility upon the complex configurations domain,
non-structured grid meshing is utilized. A semi-implicit discretization of
the source terms, as well as the use of second order schemes, makes it pos
sible to successfully investigate problems with friction and non-horizontal
ground. (C) 1999 Elsevier Science S.A. All rights reserved.