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    Selective Withdrawal Using Circular, Partly Submerged Intake Structures

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author:
    James J. Sharp
    ,
    T. M. Parchure
    DOI: 10.1061/(ASCE)0733-9429(1993)119:5(615)
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study of selective withdrawal using intakes in partially submerged structures is described. This study examines circular intake structures located in two layer‐stratified bodies of still water. Results are presented for horizontally and vertically oriented intake ports and for a peripheral gap extending around the circumference of the intake structure. Data are compared with submerged, uncapped intakes and with submerged intakes provided with a velocity cap.
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      Selective Withdrawal Using Circular, Partly Submerged Intake Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23819
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    contributor authorJames J. Sharp
    contributor authorT. M. Parchure
    date accessioned2017-05-08T20:41:48Z
    date available2017-05-08T20:41:48Z
    date copyrightMay 1993
    date issued1993
    identifier other%28asce%290733-9429%281993%29119%3A5%28615%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23819
    description abstractAn experimental study of selective withdrawal using intakes in partially submerged structures is described. This study examines circular intake structures located in two layer‐stratified bodies of still water. Results are presented for horizontally and vertically oriented intake ports and for a peripheral gap extending around the circumference of the intake structure. Data are compared with submerged, uncapped intakes and with submerged intakes provided with a velocity cap.
    publisherAmerican Society of Civil Engineers
    titleSelective Withdrawal Using Circular, Partly Submerged Intake Structures
    typeJournal Paper
    journal volume119
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1993)119:5(615)
    treeJournal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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