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    Modeling Suspended Sediment Transport in Nonequilibrium Situations

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 010
    Author:
    Ismail Celik
    ,
    Wolfgang Rodi
    DOI: 10.1061/(ASCE)0733-9429(1988)114:10(1157)
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model is presented for calculating suspended sediment transport in unidirectional channel flow under general, nonequilibrium conditions. The model consists of a flexible hydrodynamic component for calculating the flow field and the turbulence characteristics and a scalar transport model. The former employs the
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      Modeling Suspended Sediment Transport in Nonequilibrium Situations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22915
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    contributor authorIsmail Celik
    contributor authorWolfgang Rodi
    date accessioned2017-05-08T20:40:04Z
    date available2017-05-08T20:40:04Z
    date copyrightOctober 1988
    date issued1988
    identifier other%28asce%290733-9429%281988%29114%3A10%281157%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22915
    description abstractA mathematical model is presented for calculating suspended sediment transport in unidirectional channel flow under general, nonequilibrium conditions. The model consists of a flexible hydrodynamic component for calculating the flow field and the turbulence characteristics and a scalar transport model. The former employs the
    publisherAmerican Society of Civil Engineers
    titleModeling Suspended Sediment Transport in Nonequilibrium Situations
    typeJournal Paper
    journal volume114
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1988)114:10(1157)
    treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 010
    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
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