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    Sediment-Laden Flow in Open-Channels under Noncapacity and Capacity Conditions

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author:
    M. Cellino
    ,
    W. H. Graf
    DOI: 10.1061/(ASCE)0733-9429(1999)125:5(455)
    Publisher: American Society of Civil Engineers
    Abstract: To determine the suspended load component of sediment transport in open-channel flow, the vertical distribution of the concentration of suspended particles is of importance. It is usual to determine this distribution by solving the diffusion-convection equation under appropriate boundary conditions. The exponent in the resulting equation is the Rouse number, defined as
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      Sediment-Laden Flow in Open-Channels under Noncapacity and Capacity Conditions

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    contributor authorM. Cellino
    contributor authorW. H. Graf
    date accessioned2017-05-08T20:43:29Z
    date available2017-05-08T20:43:29Z
    date copyrightMay 1999
    date issued1999
    identifier other%28asce%290733-9429%281999%29125%3A5%28455%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24828
    description abstractTo determine the suspended load component of sediment transport in open-channel flow, the vertical distribution of the concentration of suspended particles is of importance. It is usual to determine this distribution by solving the diffusion-convection equation under appropriate boundary conditions. The exponent in the resulting equation is the Rouse number, defined as
    publisherAmerican Society of Civil Engineers
    titleSediment-Laden Flow in Open-Channels under Noncapacity and Capacity Conditions
    typeJournal Paper
    journal volume125
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1999)125:5(455)
    treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 005
    contenttypeFulltext
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