Numerical Analysis of Diversion Flow Stream Around of Bend Canal Wall in Dez River Intake
American Journal of Software Engineering and Applications
Volume 5, Issue 3, June 2016, Pages: 15-20
Received: Jul. 17, 2014; Accepted: Feb. 15, 2015; Published: Apr. 26, 2016
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Authors
Ahadiyan J., Hydraulic Structure Water Science Engineering Faculty of Shahid Chamran University (SCU), Ahwaz, Iran
Haji Ali Gol S., Hydraulic Structure in Sharab Consulting Engineers, Ahwaz, Iran
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Abstract
Investigation of flow pattern through intake structures is one of important issue which should be considered under design procedure. In this study, simulation of flow regime of side way intake structure with T shape-Intake which is feed from Dez River has been done. Because of different problem in Sabili intake of Dez River, the process of utilizing curved cancel is studied scientifically. To achieve the purpose, velocity distribution profile accompany turbulent Energy at inlet of structure have been studied. As a result, energy turbulence has been increased gradually to 60 percent and energy disputing from beginning to end a path of river has increased 31 percent. But maximum velocity at situation (without intake structure) decreased from 61% to 42% subsequently.
Keywords
Curved Canal, T-Shape, Water Intake Structure, Flow Algorithm, Flow – 3D
To cite this article
Ahadiyan J., Haji Ali Gol S., Numerical Analysis of Diversion Flow Stream Around of Bend Canal Wall in Dez River Intake, American Journal of Software Engineering and Applications. Vol. 5, No. 3, 2016, pp. 15-20. doi: 10.11648/j.ajsea.20160503.11
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