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    Particle Densimetric Froude Number for Estimating Sediment Transport

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author:
    Julián Aguirre-Pe
    ,
    Marı´a L. Olivero
    ,
    Alix T. Moncada
    DOI: 10.1061/(ASCE)0733-9429(2003)129:6(428)
    Publisher: American Society of Civil Engineers
    Abstract: It has been established that for ratios of flow depth to bed particle diameter less than ten (flow on very rough boundaries) neither the Reynolds number of the solid loose particles at a stream bed nor the Shields parameter are adequate variables to predict critical flow conditions for the initiation of motion. A particle densimetric Froude number
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      Particle Densimetric Froude Number for Estimating Sediment Transport

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    https://yetl.yabesh.ir/yetl1/handle/yetl/25560
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    contributor authorJulián Aguirre-Pe
    contributor authorMarı´a L. Olivero
    contributor authorAlix T. Moncada
    date accessioned2017-05-08T20:44:33Z
    date available2017-05-08T20:44:33Z
    date copyrightJune 2003
    date issued2003
    identifier other%28asce%290733-9429%282003%29129%3A6%28428%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25560
    description abstractIt has been established that for ratios of flow depth to bed particle diameter less than ten (flow on very rough boundaries) neither the Reynolds number of the solid loose particles at a stream bed nor the Shields parameter are adequate variables to predict critical flow conditions for the initiation of motion. A particle densimetric Froude number
    publisherAmerican Society of Civil Engineers
    titleParticle Densimetric Froude Number for Estimating Sediment Transport
    typeJournal Paper
    journal volume129
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2003)129:6(428)
    treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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