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    Flow Upstream of Orifices and Sluice Gates

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author:
    Yaser Shammaa
    ,
    David Z. Zhu
    ,
    Nallamuthu Rajaratnam
    DOI: 10.1061/(ASCE)0733-9429(2005)131:2(127)
    Publisher: American Society of Civil Engineers
    Abstract: Potential flow solutions of a point/line sink are extended to study the velocity field upstream of a finite-size orifice and sluice gate. It is found that, in the “near field” zones, the iso-velocity surfaces appear to be semiellipsoidal; while in the “far field” zones they become hemispheres. The shape and size of the orifice/sluice gate were found to be of no effect on the flow behavior beyond a certain distance. The development of velocity profile away from the orifice and sluice gate is examined, and the effects of water depth are studied. The results of this study compare very well with other numerical and experimental studies, and provide a general understanding of the flow field upstream of orifices and sluice gates.
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      Flow Upstream of Orifices and Sluice Gates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25866
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    contributor authorYaser Shammaa
    contributor authorDavid Z. Zhu
    contributor authorNallamuthu Rajaratnam
    date accessioned2017-05-08T20:45:03Z
    date available2017-05-08T20:45:03Z
    date copyrightFebruary 2005
    date issued2005
    identifier other%28asce%290733-9429%282005%29131%3A2%28127%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25866
    description abstractPotential flow solutions of a point/line sink are extended to study the velocity field upstream of a finite-size orifice and sluice gate. It is found that, in the “near field” zones, the iso-velocity surfaces appear to be semiellipsoidal; while in the “far field” zones they become hemispheres. The shape and size of the orifice/sluice gate were found to be of no effect on the flow behavior beyond a certain distance. The development of velocity profile away from the orifice and sluice gate is examined, and the effects of water depth are studied. The results of this study compare very well with other numerical and experimental studies, and provide a general understanding of the flow field upstream of orifices and sluice gates.
    publisherAmerican Society of Civil Engineers
    titleFlow Upstream of Orifices and Sluice Gates
    typeJournal Paper
    journal volume131
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2005)131:2(127)
    treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 002
    contenttypeFulltext
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