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    Weak Vortices at Vertical Intakes

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author:
    John S. Gulliver
    ,
    Alan J. Rindels
    DOI: 10.1061/(ASCE)0733-9429(1987)113:9(1101)
    Publisher: American Society of Civil Engineers
    Abstract: Weak, free surface vortices at vertical intakes with a headrace channel are defined by the first observance of a persistent dye core upon dye injection. Dimensionless parameters describing free surface vortex flows are used in an analysis of experimental data. The experimental results indicate that a large dimensionless submergence is required to avoid weak vortices at vertical intakes. Most vertical intakes will therefore require some type of antivortex device if weak vortices are to be avoided. The required dimensionless submergence is also highly dependent upon approach flow angle and headrace length/width ratio.
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      Weak Vortices at Vertical Intakes

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    contributor authorJohn S. Gulliver
    contributor authorAlan J. Rindels
    date accessioned2017-05-08T20:40:00Z
    date available2017-05-08T20:40:00Z
    date copyrightSeptember 1987
    date issued1987
    identifier other%28asce%290733-9429%281987%29113%3A9%281101%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22885
    description abstractWeak, free surface vortices at vertical intakes with a headrace channel are defined by the first observance of a persistent dye core upon dye injection. Dimensionless parameters describing free surface vortex flows are used in an analysis of experimental data. The experimental results indicate that a large dimensionless submergence is required to avoid weak vortices at vertical intakes. Most vertical intakes will therefore require some type of antivortex device if weak vortices are to be avoided. The required dimensionless submergence is also highly dependent upon approach flow angle and headrace length/width ratio.
    publisherAmerican Society of Civil Engineers
    titleWeak Vortices at Vertical Intakes
    typeJournal Paper
    journal volume113
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1987)113:9(1101)
    treeJournal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 009
    contenttypeFulltext
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