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Simulation of Supercritical Bend Flow through an Open Channel


Affiliations
1 Department of Mechanical Engineering, Kalyani Government Engineering College, Kalyani- 741235, Nadia, West Bengal, India
 

The present work investigates turbulent supercritical (Froude Number>1) bend flow through an open channel. The CFD-based model, ANSYS FLUENT version 13.0, is used to solve the threedimensional (3D) continuity and Navier-Stokes equations. The standard k =ε turbulence model is considered for the investigation. The model is applied to the channel bend geometry as described in a published experimental work. Results in the form of velocity profiles and non-dimensional water depths are obtained and compared with the already published experimental findings. The results obtained through the present work as compared to the published ones indicate that three-dimensional modelling technique plays a significant role in the entire endeavour and, thus, the three-dimensional approach makes highly-improved predictions. Also, the three-dimensional simulation indicates the existence of a nonlinear gradient of water depth as the water flows through the bend.

Keywords

Supercritical Flow, Froude Number, Channel Bend, Turbulence.
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  • Poggi, B, Correntive Locinei Canali in Curva (High-speed Flow in Curved Chutes). L’Energia Elettrica, Vol. 33, No. 7, pp. 465480, 1956 [in Italian].
  • Tahershamsi, A., The Effect of Bends upon Surface Waves in Open Channels of Circular Cross Section. PhD Thesis, Department of Civil and Structural Engineering, University of Manchester, Institute of Science and Technology UK, pp. 235-257, 1988.
  • Dammuller, D.C., Bhallamudi M. and Chaudhry M.H., Modeling of Unsteady Flow in Curved Channels. Hydraulic Engineering, Vol. 115, No. 11, pp. 1479-1494, 1989.
  • Reinaure, R. and Hager W.H. Supercritical Bend Flow. Hydraulic Engineering, Vol. 123, No. 3, pp. 208-218, 1997.
  • FrazAo S.S. and Zech Y. Dam-Break in Channels with 90° Bend. Hydraulic Engineering, Vol. 128, No. 11, pp. 956-968, 2002.
  • Beltrami, G.M., Repetto R. and Guzzo A.D., A Simple Method to Regularize Supercritical Flow Profiles in Bends. Hydraulic Research, Vol. 45, pp. 773-786, 2007.
  • Masoud, M.N., Reyhaneh-Sadat, G.H. and Mahnaz, G.H., 3-D Numerical Simulation of Supercritical Flow in Bends of Channel, Proceedings of International Conference on Mechanical, Automotive and Materials Engineering, Dubal, pp. 167-171, Jan 7-8, 2012.

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  • Simulation of Supercritical Bend Flow through an Open Channel

Abstract Views: 528  |  PDF Views: 169

Authors

Rupak Saha
Department of Mechanical Engineering, Kalyani Government Engineering College, Kalyani- 741235, Nadia, West Bengal, India
Sanchayan Mukherjee
Department of Mechanical Engineering, Kalyani Government Engineering College, Kalyani- 741235, Nadia, West Bengal, India
Ajay Kumar Das
Department of Mechanical Engineering, Kalyani Government Engineering College, Kalyani- 741235, Nadia, West Bengal, India
Kanhu Keshab Jena
Department of Mechanical Engineering, Kalyani Government Engineering College, Kalyani- 741235, Nadia, West Bengal, India
Manajit Mandal
Department of Mechanical Engineering, Kalyani Government Engineering College, Kalyani- 741235, Nadia, West Bengal, India
Pranab Kumar Gorh
Department of Mechanical Engineering, Kalyani Government Engineering College, Kalyani- 741235, Nadia, West Bengal, India

Abstract


The present work investigates turbulent supercritical (Froude Number>1) bend flow through an open channel. The CFD-based model, ANSYS FLUENT version 13.0, is used to solve the threedimensional (3D) continuity and Navier-Stokes equations. The standard k =ε turbulence model is considered for the investigation. The model is applied to the channel bend geometry as described in a published experimental work. Results in the form of velocity profiles and non-dimensional water depths are obtained and compared with the already published experimental findings. The results obtained through the present work as compared to the published ones indicate that three-dimensional modelling technique plays a significant role in the entire endeavour and, thus, the three-dimensional approach makes highly-improved predictions. Also, the three-dimensional simulation indicates the existence of a nonlinear gradient of water depth as the water flows through the bend.

Keywords


Supercritical Flow, Froude Number, Channel Bend, Turbulence.

References





DOI: https://doi.org/10.21843/reas%2F2016%2F22-31%2F158773