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    Effect of Inflow Froude Number on Flow Pattern in Channel-Expansive Transitions

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author:
    Adel Asnaashari
    ,
    Ali Akbar Akhtari
    ,
    Amir Ahmad Dehghani
    ,
    Hossein Bonakdari
    DOI: 10.1061/(ASCE)IR.1943-4774.0000935
    Publisher: American Society of Civil Engineers
    Abstract: Channel 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.
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      Effect of Inflow Froude Number on Flow Pattern in Channel-Expansive Transitions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243658
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    contributor authorAdel Asnaashari
    contributor authorAli Akbar Akhtari
    contributor authorAmir Ahmad Dehghani
    contributor authorHossein Bonakdari
    date accessioned2017-12-30T12:56:21Z
    date available2017-12-30T12:56:21Z
    date issued2016
    identifier other%28ASCE%29IR.1943-4774.0000935.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243658
    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
    page06015004
    treeJournal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 001
    contenttypeFulltext
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