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    Flow Characteristics of a Sharp-Crested Side Sluice Gate

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author:
    Marzieyh Esmailzadeh
    ,
    Manouchehr Heidarpour
    ,
    Sayed Saeid Eslamian
    DOI: 10.1061/(ASCE)IR.1943-4774.0000852
    Publisher: American Society of Civil Engineers
    Abstract: The side sluice gate is used in open channels to divert a part of flow to a side channel and to regulate the head of distributaries. In present study, the distribution of the three-dimensional velocity in the vicinity of the side sluice gate was obtained using an acoustic Doppler velocity meter (ADV). The structure of each component of velocity was separately examined. The velocity distributions indicated that longitudinal velocity peaks near the beginning of the side gate, whereas velocity in the direction of side channel and vertical velocity are highest at the middle of the side gate. In the vicinity of the side gate, the direction of the vertical velocity is downward. In the section area of the side gate, the diversion angle of velocity vectors in the horizontal plane is increased with increasing the distance from the beginning of the side gate. It reaches to the maximum value at the end of the side gate.
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      Flow Characteristics of a Sharp-Crested Side Sluice Gate

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72489
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    contributor authorMarzieyh Esmailzadeh
    contributor authorManouchehr Heidarpour
    contributor authorSayed Saeid Eslamian
    date accessioned2017-05-08T22:09:25Z
    date available2017-05-08T22:09:25Z
    date copyrightJuly 2015
    date issued2015
    identifier other35393889.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72489
    description abstractThe side sluice gate is used in open channels to divert a part of flow to a side channel and to regulate the head of distributaries. In present study, the distribution of the three-dimensional velocity in the vicinity of the side sluice gate was obtained using an acoustic Doppler velocity meter (ADV). The structure of each component of velocity was separately examined. The velocity distributions indicated that longitudinal velocity peaks near the beginning of the side gate, whereas velocity in the direction of side channel and vertical velocity are highest at the middle of the side gate. In the vicinity of the side gate, the direction of the vertical velocity is downward. In the section area of the side gate, the diversion angle of velocity vectors in the horizontal plane is increased with increasing the distance from the beginning of the side gate. It reaches to the maximum value at the end of the side gate.
    publisherAmerican Society of Civil Engineers
    titleFlow Characteristics of a Sharp-Crested Side Sluice Gate
    typeJournal Paper
    journal volume141
    journal issue7
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000852
    treeJournal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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