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    Numerical Simulation of Flushing of Trapped Salt Water from a Bar-Blocked Estuary

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author:
    Jisheng Zhang
    ,
    Yakun Guo
    ,
    Yongming Shen
    ,
    Lixiang Zhang
    DOI: 10.1061/(ASCE)0733-9429(2008)134:11(1671)
    Publisher: American Society of Civil Engineers
    Abstract: Results of a numerical simulation investigating the complicated flushing process of an isolated trapped volume of salt water from a bar-blocked estuary are presented. A multiphase model, a part of the commercial code FLUENT 6.2, is applied. The governing equations together with initial and boundary conditions and the numerical scheme are described. The time-dependent salt-wedge position, vertical-density distribution, and proportion of total input kinetic energy converted into potential energy are examined for various incoming flow densimetric Froude number and estuary bed slope. The vertical position and thickness of the interfacial mixed layer between freshwater and salt water as well as the local gradient Richardson number are determined from simulated density profiles and velocity fields. The good agreement between the simulated and measured results indicates that the numerical model can be successfully applied to investigate the complex flushing process involving stratified flow.
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      Numerical Simulation of Flushing of Trapped Salt Water from a Bar-Blocked Estuary

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/26416
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    contributor authorJisheng Zhang
    contributor authorYakun Guo
    contributor authorYongming Shen
    contributor authorLixiang Zhang
    date accessioned2017-05-08T20:45:58Z
    date available2017-05-08T20:45:58Z
    date copyrightNovember 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A11%281671%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26416
    description abstractResults of a numerical simulation investigating the complicated flushing process of an isolated trapped volume of salt water from a bar-blocked estuary are presented. A multiphase model, a part of the commercial code FLUENT 6.2, is applied. The governing equations together with initial and boundary conditions and the numerical scheme are described. The time-dependent salt-wedge position, vertical-density distribution, and proportion of total input kinetic energy converted into potential energy are examined for various incoming flow densimetric Froude number and estuary bed slope. The vertical position and thickness of the interfacial mixed layer between freshwater and salt water as well as the local gradient Richardson number are determined from simulated density profiles and velocity fields. The good agreement between the simulated and measured results indicates that the numerical model can be successfully applied to investigate the complex flushing process involving stratified flow.
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of Flushing of Trapped Salt Water from a Bar-Blocked Estuary
    typeJournal Paper
    journal volume134
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:11(1671)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 011
    contenttypeFulltext
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