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    Two‐D Flow with Sediment by Characteristics Method

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 005
    Author:
    Pin‐nam Lin
    ,
    Hsieh‐wen Shen
    DOI: 10.1061/(ASCE)0733-9429(1984)110:5(615)
    Publisher: American Society of Civil Engineers
    Abstract: The theory of characteristics is applied to analyze two‐dimensional unsteady flow over a bed of fine sediment. The sediment is assumed to be so fine that suspension is the predominant mode of transport. An additional equation for sediment diffusion is introduced. As a result, the number of characteristics is increased, but the characteristic directions can be determined without solving high‐degree algebraic equations. Results from a one‐dimensional version of this procedure agreed reasonably well with known data.
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      Two‐D Flow with Sediment by Characteristics Method

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    contributor authorPin‐nam Lin
    contributor authorHsieh‐wen Shen
    date accessioned2017-05-08T20:38:58Z
    date available2017-05-08T20:38:58Z
    date copyrightMay 1984
    date issued1984
    identifier other%28asce%290733-9429%281984%29110%3A5%28615%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22328
    description abstractThe theory of characteristics is applied to analyze two‐dimensional unsteady flow over a bed of fine sediment. The sediment is assumed to be so fine that suspension is the predominant mode of transport. An additional equation for sediment diffusion is introduced. As a result, the number of characteristics is increased, but the characteristic directions can be determined without solving high‐degree algebraic equations. Results from a one‐dimensional version of this procedure agreed reasonably well with known data.
    publisherAmerican Society of Civil Engineers
    titleTwo‐D Flow with Sediment by Characteristics Method
    typeJournal Paper
    journal volume110
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1984)110:5(615)
    treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 005
    contenttypeFulltext
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