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    Critical Submergence for a Rectangular Intake

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 010
    Author:
    Nevzat Yıldırım
    DOI: 10.1061/(ASCE)0733-9399(2004)130:10(1195)
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the critical submergence for a rectangular intake in a uniform canal flow is investigated. The potential solution for the combination of a line sink and a uniform flow is available and known as Rankine half-body. This study is based on the Rankine half-body. Theoretical and experimental results have indicated that, in general, the critical submergence for a rectangular intake can be predicted by means of a critical sink surface which consists of a critical cylindrical sink surface capped with two critical hemispherical sink surfaces at both ends. The effects of intake-duct pipe blockage and location of impervious boundaries on critical submergence of a rectangular intake are presented. Experiments were conducted on a rectangular intake sited in a dead-end uniform canal flow. The agreement between the theoretical and experimental results is found to be acceptable.
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      Critical Submergence for a Rectangular Intake

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    contributor authorNevzat Yıldırım
    date accessioned2017-05-08T22:40:14Z
    date available2017-05-08T22:40:14Z
    date copyrightOctober 2004
    date issued2004
    identifier other%28asce%290733-9399%282004%29130%3A10%281195%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85826
    description abstractIn this study, the critical submergence for a rectangular intake in a uniform canal flow is investigated. The potential solution for the combination of a line sink and a uniform flow is available and known as Rankine half-body. This study is based on the Rankine half-body. Theoretical and experimental results have indicated that, in general, the critical submergence for a rectangular intake can be predicted by means of a critical sink surface which consists of a critical cylindrical sink surface capped with two critical hemispherical sink surfaces at both ends. The effects of intake-duct pipe blockage and location of impervious boundaries on critical submergence of a rectangular intake are presented. Experiments were conducted on a rectangular intake sited in a dead-end uniform canal flow. The agreement between the theoretical and experimental results is found to be acceptable.
    publisherAmerican Society of Civil Engineers
    titleCritical Submergence for a Rectangular Intake
    typeJournal Paper
    journal volume130
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2004)130:10(1195)
    treeJournal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 010
    contenttypeFulltext
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