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    Evaluation of a Novel Approach to Determine the Critical Shields Stress

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 011
    Author:
    Artemis Motamedi
    ,
    Hossein Afzalimehr
    ,
    Vijay P. Singh
    DOI: 10.1061/(ASCE)HE.1943-5584.0000266
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the sediment entrainment and critical shear stress in gravel-bed rivers. Measured rates of bed load transport were used to estimate the Shields stress parameter. The computed parameters were compared to those derived from the Meyer-Peter-Muller method. The agreement between these methods was good and the values of
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      Evaluation of a Novel Approach to Determine the Critical Shields Stress

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/63136
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    contributor authorArtemis Motamedi
    contributor authorHossein Afzalimehr
    contributor authorVijay P. Singh
    date accessioned2017-05-08T21:48:48Z
    date available2017-05-08T21:48:48Z
    date copyrightNovember 2010
    date issued2010
    identifier other%28asce%29he%2E1943-5584%2E0000285.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63136
    description abstractThis study investigated the sediment entrainment and critical shear stress in gravel-bed rivers. Measured rates of bed load transport were used to estimate the Shields stress parameter. The computed parameters were compared to those derived from the Meyer-Peter-Muller method. The agreement between these methods was good and the values of
    publisherAmerican Society of Civil Engineers
    titleEvaluation of a Novel Approach to Determine the Critical Shields Stress
    typeJournal Paper
    journal volume15
    journal issue11
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000266
    treeJournal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 011
    contenttypeFulltext
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