Journals / International Journal of Engineering and Applied Sciences / 2026 / Volume: 8 Issue: 3

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

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Publication Date
2016-10-10
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

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

📌 3 Key Takeaways

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Objective & Hypothesis:In recent years, many researchers have suggested various numerical techniques to solve the engineering problems like fluid flow intricacies.
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Key Findings & Data:For evaluating the numerical results of developed model, the Flow3D software was used.
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Conclusion & Impact:Furthermore, the suggested model can obtain acceptable results with less number of meshes than Flow3D software.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Finite Volume Method · Two-Dimensional · Shallow Water Equations

Abstract

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.

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Cite This Article

Gharehbaghı, A., Kaya, B., Saadatnejadgharahassanlou, H. (2016). Numerical Simulation of Two Dimensional Unsteady Flow By Total Variation Diminishing Scheme. International Journal of Engineering and Applied Sciences, Volume: 8 Issue: 3. https://doi.org/10.24107/ijeas.255030

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References (1)

  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.