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    Numerical Modeling of Local Scour below a Piggyback Pipeline in Currents

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author:
    Ming Zhao
    ,
    Liang Cheng
    DOI: 10.1061/(ASCE)0733-9429(2008)134:10(1452)
    Publisher: American Society of Civil Engineers
    Abstract: Local scour below a piggyback pipeline in steady currents is investigated numerically. A piggyback pipeline comprises two pipelines that are arranged in the so-called piggyback configuration with the small pipeline being located directly above the large pipeline. The Reynolds-averaged Navier–Stokes equations and the transport equation for suspended sediment concentration are solved using a finite element method. The bed scour profile is determined through solving sediment mass conservation equation. The numerical model is validated against experimental data available in literature on scour below a single pipeline. Computations are carried out for the diameter ratio [the small pipe diameter
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      Numerical Modeling of Local Scour below a Piggyback Pipeline in Currents

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26380
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    contributor authorMing Zhao
    contributor authorLiang Cheng
    date accessioned2017-05-08T20:45:55Z
    date available2017-05-08T20:45:55Z
    date copyrightOctober 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A10%281452%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26380
    description abstractLocal scour below a piggyback pipeline in steady currents is investigated numerically. A piggyback pipeline comprises two pipelines that are arranged in the so-called piggyback configuration with the small pipeline being located directly above the large pipeline. The Reynolds-averaged Navier–Stokes equations and the transport equation for suspended sediment concentration are solved using a finite element method. The bed scour profile is determined through solving sediment mass conservation equation. The numerical model is validated against experimental data available in literature on scour below a single pipeline. Computations are carried out for the diameter ratio [the small pipe diameter
    publisherAmerican Society of Civil Engineers
    titleNumerical Modeling of Local Scour below a Piggyback Pipeline in Currents
    typeJournal Paper
    journal volume134
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:10(1452)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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