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    Two-Phase Simulation of Wave-Induced Tunnel Scour beneath Marine Pipelines

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author:
    Mohammad Hossein Kazeminezhad
    ,
    Abbas Yeganeh-Bakhtiary
    ,
    Amir Etemad-Shahidi
    ,
    Jaco H. Baas
    DOI: 10.1061/(ASCE)HY.1943-7900.0000540
    Publisher: American Society of Civil Engineers
    Abstract: An Eulerian two-phase flow model was presented and employed to investigate wave-induced tunnel scour beneath marine pipelines. The model is based on the Euler-Euler coupled governing equations for the fluid and sediment phases, i.e., time-averaged continuity and momentum equations were solved for both phases with a modified
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      Two-Phase Simulation of Wave-Induced Tunnel Scour beneath Marine Pipelines

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64394
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    contributor authorMohammad Hossein Kazeminezhad
    contributor authorAbbas Yeganeh-Bakhtiary
    contributor authorAmir Etemad-Shahidi
    contributor authorJaco H. Baas
    date accessioned2017-05-08T21:51:22Z
    date available2017-05-08T21:51:22Z
    date copyrightJune 2012
    date issued2012
    identifier other%28asce%29hy%2E1943-7900%2E0000565.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64394
    description abstractAn Eulerian two-phase flow model was presented and employed to investigate wave-induced tunnel scour beneath marine pipelines. The model is based on the Euler-Euler coupled governing equations for the fluid and sediment phases, i.e., time-averaged continuity and momentum equations were solved for both phases with a modified
    publisherAmerican Society of Civil Engineers
    titleTwo-Phase Simulation of Wave-Induced Tunnel Scour beneath Marine Pipelines
    typeJournal Paper
    journal volume138
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000540
    treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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