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contributor authorAdel Asnaashari
contributor authorAli Akbar Akhtari
contributor authorAmir Ahmad Dehghani
contributor authorHossein Bonakdari
date accessioned2017-05-08T22:25:50Z
date available2017-05-08T22:25:50Z
date copyrightJanuary 2016
date issued2016
identifier other44585041.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80507
description abstractChannel expansions are common in both natural and artificial open channels. With increasing cross-sectional dimensions in an expansion, flow decelerates. Because of the complexity of flow patterns, physical models alone cannot provide a clear understanding of the physics governing the flow field and it is necessary to study this phenomenon not only in the field and experimentally but also numerically. In this study, the flow pattern in an expansive transition was numerically simulated. For simulating turbulence characteristics, a Reynolds stress model was used in addition to continuity and Navier-Stokes equations. Water surface and velocity profiles at different sections of transition were compared with experimental results and showed good agreement. After calibration, the model was run to consider the effect of inflow Froude numbers on turbulent kinetic energy and bed-shear stress at different cross sections. The results show that increasing the inflow Froude number increases turbulent kinetic energy and bed-shear stress.
publisherAmerican Society of Civil Engineers
titleEffect of Inflow Froude Number on Flow Pattern in Channel-Expansive Transitions
typeJournal Paper
journal volume142
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000935
treeJournal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 001
contenttypeFulltext


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