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    Bedload Model for Nonuniform Sediment

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author:
    Mohamed Elhakeem
    ,
    Jasim Imran
    DOI: 10.1061/(ASCE)HY.1943-7900.0001139
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a bedload model for nonuniform sediment is developed considering the density function of sediment entrainment with no active layer. The model is formulated based on physical considerations, dimensional reasoning, regression analysis, and laboratory data. Four parameters are incorporated in the model formulation, namely the Shields stress
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      Bedload Model for Nonuniform Sediment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83145
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    contributor authorMohamed Elhakeem
    contributor authorJasim Imran
    date accessioned2017-05-08T22:35:17Z
    date available2017-05-08T22:35:17Z
    date copyrightJune 2016
    date issued2016
    identifier other50768776.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83145
    description abstractIn this study, a bedload model for nonuniform sediment is developed considering the density function of sediment entrainment with no active layer. The model is formulated based on physical considerations, dimensional reasoning, regression analysis, and laboratory data. Four parameters are incorporated in the model formulation, namely the Shields stress
    publisherAmerican Society of Civil Engineers
    titleBedload Model for Nonuniform Sediment
    typeJournal Paper
    journal volume142
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001139
    treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian