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    Model Study of a Roller Compacted Concrete Stepped Spillway

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author:
    Charles E. Rice
    ,
    Kem C. Kadavy
    DOI: 10.1061/(ASCE)0733-9429(1996)122:6(292)
    Publisher: American Society of Civil Engineers
    Abstract: Studies were conducted with a two-dimensional 1:20 scale model of a roller compacted concrete stepped spillway to evaluate the flow transition from the level spillway crest to the sloping steps, the energy dissipation of the steps, and performance of the proposed stilling basin. The steps were effective in dissipating energy. At maximum discharge, 14.5 m
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      Model Study of a Roller Compacted Concrete Stepped Spillway

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/24280
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    contributor authorCharles E. Rice
    contributor authorKem C. Kadavy
    date accessioned2017-05-08T20:42:34Z
    date available2017-05-08T20:42:34Z
    date copyrightJune 1996
    date issued1996
    identifier other%28asce%290733-9429%281996%29122%3A6%28292%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24280
    description abstractStudies were conducted with a two-dimensional 1:20 scale model of a roller compacted concrete stepped spillway to evaluate the flow transition from the level spillway crest to the sloping steps, the energy dissipation of the steps, and performance of the proposed stilling basin. The steps were effective in dissipating energy. At maximum discharge, 14.5 m
    publisherAmerican Society of Civil Engineers
    titleModel Study of a Roller Compacted Concrete Stepped Spillway
    typeJournal Paper
    journal volume122
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1996)122:6(292)
    treeJournal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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