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    Clear-Water Scour below Underwater Pipelines under Steady Flow

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author:
    Subhasish Dey
    ,
    Navneet P. Singh
    DOI: 10.1061/(ASCE)0733-9429(2008)134:5(588)
    Publisher: American Society of Civil Engineers
    Abstract: Experiments on clear-water scour below underwater pipelines (initially laid on the sediment bed) in uniform and nonuniform sediments under steady flow were conducted. Equilibrium scour profiles were modeled by a cubic polynomial. The experimental results are examined to describe the influence of various parameters on equilibrium scour depth. The equilibrium scour depth
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      Clear-Water Scour below Underwater Pipelines under Steady Flow

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    https://yetl.yabesh.ir/yetl1/handle/yetl/26494
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    contributor authorSubhasish Dey
    contributor authorNavneet P. Singh
    date accessioned2017-05-08T20:46:06Z
    date available2017-05-08T20:46:06Z
    date copyrightMay 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A5%28588%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26494
    description abstractExperiments on clear-water scour below underwater pipelines (initially laid on the sediment bed) in uniform and nonuniform sediments under steady flow were conducted. Equilibrium scour profiles were modeled by a cubic polynomial. The experimental results are examined to describe the influence of various parameters on equilibrium scour depth. The equilibrium scour depth
    publisherAmerican Society of Civil Engineers
    titleClear-Water Scour below Underwater Pipelines under Steady Flow
    typeJournal Paper
    journal volume134
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:5(588)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 005
    contenttypeFulltext
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