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    Effect of Lee‐Wake on Scour Below Pipelines in Current

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 005
    Author:
    B. Mutlu Sumer
    ,
    H. René Jensen
    ,
    Ye Mao
    ,
    Jørgen Fredsøe
    DOI: 10.1061/(ASCE)0733-950X(1988)114:5(599)
    Publisher: American Society of Civil Engineers
    Abstract: The results of an investigation of the effect of lee‐wake on scour below pipelines in currents are reviewed. The subject is investigated both experimentally and numerically. The experiments show that the scour downstream of the pipe is apparently governed by the action of an organized wake flow, which is an agglomeration of large‐scale vortices which are shed from the pipe and steadily convected downstream. The experimental results lead to a clear understanding of the effect of lee‐wake on the scour phenomenon. In the numerical part of the study the so‐called cloud‐in‐cell method is employed to predict the flow. The results appear to reveal almost all the features of the organized wake flow shown by the experiments. The theoretical calculations demonstrate that the time average bed shear stress is not a suitable parameter to work with in mathematical‐model studies of lee‐wake scour.
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      Effect of Lee‐Wake on Scour Below Pipelines in Current

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40692
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorB. Mutlu Sumer
    contributor authorH. René Jensen
    contributor authorYe Mao
    contributor authorJørgen Fredsøe
    date accessioned2017-05-08T21:09:13Z
    date available2017-05-08T21:09:13Z
    date copyrightSeptember 1988
    date issued1988
    identifier other%28asce%290733-950x%281988%29114%3A5%28599%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40692
    description abstractThe results of an investigation of the effect of lee‐wake on scour below pipelines in currents are reviewed. The subject is investigated both experimentally and numerically. The experiments show that the scour downstream of the pipe is apparently governed by the action of an organized wake flow, which is an agglomeration of large‐scale vortices which are shed from the pipe and steadily convected downstream. The experimental results lead to a clear understanding of the effect of lee‐wake on the scour phenomenon. In the numerical part of the study the so‐called cloud‐in‐cell method is employed to predict the flow. The results appear to reveal almost all the features of the organized wake flow shown by the experiments. The theoretical calculations demonstrate that the time average bed shear stress is not a suitable parameter to work with in mathematical‐model studies of lee‐wake scour.
    publisherAmerican Society of Civil Engineers
    titleEffect of Lee‐Wake on Scour Below Pipelines in Current
    typeJournal Paper
    journal volume114
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1988)114:5(599)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 005
    contenttypeFulltext
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