This paper presents three approximate Riemann solver schemes, namely:
the flux vector splitting (FVS), the flux difference splitting (FDS),
and the Osher scheme. Originally used to solve the Euler equations in
aerodynamic problems, these Riemann solvers based on the characteristi
c theory are used in the finite volume method (FVM) for solving the tw
o-dimensional shallow water equations. The three solvers are compared
in this paper according to theoretical development, difference schemes
, practical applications to shock wave problems, and sensitivity analy
sis on the computational stability of the methods. The effects of chan
ges in bed elevations on the solutions are also investigated. Comparis
on of numerical and analytical solutions indicates that very good agre
ement can be obtained by all three approximate Riemann solvers. Differ
ences in accuracy, computer time, and numerical stability among the th
ree schemes are not significant. For practical purposes, all of them c
an satisfactorily simulate the hydraulic phenomena in subcritical and
supercritical hows as well as in smooth and discontinuous flows, espec
ially shock wave modeling. These solvers are useful for studying levee
failure or dam break due to extreme hood events, or the sudden openin
g or closing of sluice gates in a channel.