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    Movement of Finite Amplitude Sediment Accumulations

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author:
    Blair Greimann
    ,
    Timothy Randle
    ,
    Jianchun Huang
    DOI: 10.1061/(ASCE)0733-9429(2006)132:7(731)
    Publisher: American Society of Civil Engineers
    Abstract: The movement of finite amplitude sediment accumulations is studied using a simple advection-diffusion relation derived from the sediment continuity equation and using some heuristic reasoning. The movement of a finite amplitude sediment accumulation is found to be strongly diffusive with a small advection component due to the increase in transport rate of the sediment accumulation relative to the transport rate of the original bed material. A semianalytical solution to the advection-diffusion equation is found and the equation is applied to two laboratory experiments. The equation is found to predict the general movement of finite amplitude sediment accumulations with a minimal number of parameters.
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      Movement of Finite Amplitude Sediment Accumulations

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    contributor authorBlair Greimann
    contributor authorTimothy Randle
    contributor authorJianchun Huang
    date accessioned2017-05-08T20:45:32Z
    date available2017-05-08T20:45:32Z
    date copyrightJuly 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A7%28731%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26141
    description abstractThe movement of finite amplitude sediment accumulations is studied using a simple advection-diffusion relation derived from the sediment continuity equation and using some heuristic reasoning. The movement of a finite amplitude sediment accumulation is found to be strongly diffusive with a small advection component due to the increase in transport rate of the sediment accumulation relative to the transport rate of the original bed material. A semianalytical solution to the advection-diffusion equation is found and the equation is applied to two laboratory experiments. The equation is found to predict the general movement of finite amplitude sediment accumulations with a minimal number of parameters.
    publisherAmerican Society of Civil Engineers
    titleMovement of Finite Amplitude Sediment Accumulations
    typeJournal Paper
    journal volume132
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:7(731)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 007
    contenttypeFulltext
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