Numerical modelling of the fluid flow above the bottom topography

This paper presents an investigation of an inviscid incompressible fluid flow in a straight section of a channel with an irregular bottom as a closure of river stream model. Mathematically, the problem is written as a boundary-value problem for shallow water equations.
Three test computational examples for a steady and unsteady flow above regular and irregular bottom have been carried out to study the model and possibilities of its applications.
The computed solutions are obtained using the finite-difference method with the first order UPWIND scheme and two-step Lax–Wendroff scheme, which is second-order accurate in both space and time. To suppress dispersion characteristics which are the feature of second-order schemes, Kolgan’s surfacing algorithm is used. Numerical solutions obtained by the aforesaid schemes well agree with each other and become equivalent upon mesh clustering.
In addition, a model of the contaminant dispersion in a stream over an irregular bottom is constructed. The computed distribution of the contaminant is in a good agreement with the physical flow pattern.