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    Incipient Sediment Motion and Riprap Design

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author:
    Sany‐yi Wang
    ,
    Hsieh Wen Shen
    DOI: 10.1061/(ASCE)0733-9429(1985)111:3(520)
    Publisher: American Society of Civil Engineers
    Abstract: The available information on incipient sediment motion criteria for both unidirectional and oscillating flow motions is summarized and analyzed according to the Shields diagram for incipient motion. The Shields diagram is extended for large and small particle sizes, on the basis of data collected in China. Design guides prepared by the U.S. Army Corps of Engineers and the California Department of Transportation are compatible with the extended Shields diagram for incipient motion.
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      Incipient Sediment Motion and Riprap Design

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22467
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    contributor authorSany‐yi Wang
    contributor authorHsieh Wen Shen
    date accessioned2017-05-08T20:39:13Z
    date available2017-05-08T20:39:13Z
    date copyrightMarch 1985
    date issued1985
    identifier other%28asce%290733-9429%281985%29111%3A3%28520%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22467
    description abstractThe available information on incipient sediment motion criteria for both unidirectional and oscillating flow motions is summarized and analyzed according to the Shields diagram for incipient motion. The Shields diagram is extended for large and small particle sizes, on the basis of data collected in China. Design guides prepared by the U.S. Army Corps of Engineers and the California Department of Transportation are compatible with the extended Shields diagram for incipient motion.
    publisherAmerican Society of Civil Engineers
    titleIncipient Sediment Motion and Riprap Design
    typeJournal Paper
    journal volume111
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1985)111:3(520)
    treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 003
    contenttypeFulltext
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