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    Riprap Design

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author:
    Stephen T. Maynord
    ,
    James F. Ruff
    ,
    Steven R. Abt
    DOI: 10.1061/(ASCE)0733-9429(1989)115:7(937)
    Publisher: American Society of Civil Engineers
    Abstract: A riprap design procedure is developed that is based on local average velocity and local depth. This procedure addresses the influence of riprap gradation, blanket thickness, side slope angle, and channel bends. Example designs are presented.
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      Riprap Design

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/23193
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    contributor authorStephen T. Maynord
    contributor authorJames F. Ruff
    contributor authorSteven R. Abt
    date accessioned2017-05-08T20:40:36Z
    date available2017-05-08T20:40:36Z
    date copyrightJuly 1989
    date issued1989
    identifier other%28asce%290733-9429%281989%29115%3A7%28937%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23193
    description abstractA riprap design procedure is developed that is based on local average velocity and local depth. This procedure addresses the influence of riprap gradation, blanket thickness, side slope angle, and channel bends. Example designs are presented.
    publisherAmerican Society of Civil Engineers
    titleRiprap Design
    typeJournal Paper
    journal volume115
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1989)115:7(937)
    treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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