Numerical Simulation of Two Dimensional Unsteady Flow By Total Variation Diminishing Scheme

Yıl 2016, , 1 - 14, 10.10.2016

Amin Gharehbaghı , Birol Kaya Hamid Saadatnejadgharahassanlou

https://doi.org/10.24107/ijeas.255030

Cited By: 2

Öz

In recent years, many researchers have suggested various numerical techniques to solve the engineering problems like

fluid flow intricacies. The objective of this paper is to introduce a numerical approach to simulate treatment of

incompressible fluid flow in two-dimensional unsteady flow with the shallow water equations system. The governing

equations were solved by Finite Volume Method in explicit conditions. Moreover, to discretize the governing equations,

total variation diminishing scheme was employed in the unstructured triangular grid systems, directly. For evaluating the

numerical results of developed model, the Flow3D software was used. In this direction, two hypothetical cases have been

developed to investigate the accuracy of the results of the suggested model by Flow3D software. The comparison

between numerical results of developed model and simulations of Flow3D software, shows good agreement.

Furthermore, the suggested model can obtain acceptable results with less number of meshes than Flow3D software.

Anahtar Kelimeler

Finite Volume Method, Two-Dimensional, Shallow Water Equations

Kaynakça

• [1] Wu, W., Vieira, D.A. and Wang, S.S.Y., One-dimensional numerical model for non-uniform sediment transport under unsteady flows in channel networks. Journal of Hydraulic Engineering, ASCE, 130(9), 914–923, 2004.