The Effect of Geometry Parameters and Flow Characteristics on Erosion and Sedimentation in Channel’s Junction using Finite Volume Method

Author:

Torabi Mohammadamin

Publisher

Vandana Publications

Reference16 articles.

1. Flow dynamics at river channel confluences: Implications for sediment transport and bed morphology;Best;Recent Developments in Fluvial Sedimantology 39,1987

2. Ghezel soflou & Jafarzadeh. (2009). Modelling of shallow water in the presence of stationary and dynamic shocks. Technical journal of Azad Islam University, 2(2). [Text in Persian]

3. Ghostin R. Kesservani G. Mose R. Vazque J. Ghenaim A. & Gregoire C. A. (2008). A Confrontation of 1D and 2D RKDG numerical simulation of transitional flow at open-channel junction. International Journal for Numerical Methods in Fluids, 61(7), 752-767.

4. Baharestani, A. & Banihashemi, M. E. (2010). Modelling of sediment and water movement in dam break using finite volume method. Topography and Civil Engineering Journal. [Text in Persian]

5. Sediment transport models in shallow water equations and numerical approach by high order finite volume methods;Diaz.;Computers & Fluid,2008

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