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    Inception Point Relationship for Flat-Sloped Stepped Spillways

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author:
    Sherry L. Hunt
    ,
    Kem C. Kadavy
    DOI: 10.1061/(ASCE)HY.1943-7900.0000297
    Publisher: American Society of Civil Engineers
    Abstract: A two-dimensional, physical model was constructed to evaluate the air entrainment inception point location in a 4(H):1(V) stepped spillway. Step heights of 38, 76, and 152 mm were evaluated. The physical model was constructed with a broad-crested weir, and model unit discharges ranging from
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      Inception Point Relationship for Flat-Sloped Stepped Spillways

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64135
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    contributor authorSherry L. Hunt
    contributor authorKem C. Kadavy
    date accessioned2017-05-08T21:50:58Z
    date available2017-05-08T21:50:58Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000322.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64135
    description abstractA two-dimensional, physical model was constructed to evaluate the air entrainment inception point location in a 4(H):1(V) stepped spillway. Step heights of 38, 76, and 152 mm were evaluated. The physical model was constructed with a broad-crested weir, and model unit discharges ranging from
    publisherAmerican Society of Civil Engineers
    titleInception Point Relationship for Flat-Sloped Stepped Spillways
    typeJournal Paper
    journal volume137
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000297
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 002
    contenttypeFulltext
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