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JOURNALS // Vestnik Tomskogo Gosudarstvennogo Universiteta. Matematika i Mekhanika // Archive

Vestn. Tomsk. Gos. Univ. Mat. Mekh., 2014 Number 1(27), Pages 51–60 (Mi vtgu371)

This article is cited in 1 paper

MATHEMATICS

Numerical modelling of the fluid flow above the bottom topography

V. V. Churuksaeva, M. D. Mikhailov

Tomsk State University, Tomsk, Russian Federation

Abstract: 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.

Keywords: mathematical model, shallow water equations, approximation error, solution stability, solution smoothing.

UDC: 519.715

Received: 26.09.2013



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