Closed-Form Solution for Flow Field in Curved Channels in Comparison with Experimental and Numerical Analyses and Artificial Neural Network

Author:

Baghalian Sara,Bonakdari Hossein,Nazari Foad,Fazli Majid

Publisher

Informa UK Limited

Subject

Modeling and Simulation,General Computer Science

Reference8 articles.

1. Blanckaert K, Graf WH (1999). Outer-bank cell of secondary circulation and boundary shear stress in open-channel bends.Proceedings of Symposium on River, Coastal, and Estuarine Morphodynamics, 6–11 September, Genova, Italy, 533–543.

2. Bonakdari H, Larrarte F, Joannis C (2007). Effect of a bend on the velocity field in a circular sewer with free surface flow.Proceeding of 6th International Conference on Sustainable Techniques and Strategies in Urban Water Management, 24–28 June, Lyon, France, 1401–1408.

3. Chang HH (1988).Fluvial Processes in River Engineering. John Wiley & Sons, New York.

4. De Marchis M, Napoli E (2006). 3D numerical simulation of curved open channel flows.Proceedings of the International Conference on Water Resources, Hydraulics & Hydrology, 11–13 May 2006, Chalkida, Greece.

5. Han SS (2010).Characteristics of Flow Around 90° Open Channel Bends. PhD thesis. Department of Building, Civil and Environmental Engineering, Concordia University, Montreal, Quebec.

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