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    Impact of Converging Chute Walls for Roller Compacted Concrete Stepped Spillways1

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author:
    Sherry L. Hunt
    ,
    Kem C. Kadavy
    ,
    Steven R. Abt
    ,
    Darrel M. Temple
    DOI: 10.1061/(ASCE)0733-9429(2008)134:7(1000)
    Publisher: American Society of Civil Engineers
    Abstract: A study utilizing a three-dimensional, 1:22 scale, physical model was conducted to evaluate the flow characteristics in the spillway with varying training wall convergence angles. The wall height required to contain the flow for conditions tested varied from critical depth at a
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      Impact of Converging Chute Walls for Roller Compacted Concrete Stepped Spillways1

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26541
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    contributor authorSherry L. Hunt
    contributor authorKem C. Kadavy
    contributor authorSteven R. Abt
    contributor authorDarrel M. Temple
    date accessioned2017-05-08T20:46:11Z
    date available2017-05-08T20:46:11Z
    date copyrightJuly 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A7%281000%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26541
    description abstractA study utilizing a three-dimensional, 1:22 scale, physical model was conducted to evaluate the flow characteristics in the spillway with varying training wall convergence angles. The wall height required to contain the flow for conditions tested varied from critical depth at a
    publisherAmerican Society of Civil Engineers
    titleImpact of Converging Chute Walls for Roller Compacted Concrete Stepped Spillways1
    typeJournal Paper
    journal volume134
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:7(1000)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 007
    contenttypeFulltext
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