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    Numerical Simulation of Contraction Scour in an Open Laboratory Channel

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author:
    Bui Minh Duc
    ,
    Wolfgang Rodi
    DOI: 10.1061/(ASCE)0733-9429(2008)134:4(367)
    Publisher: American Society of Civil Engineers
    Abstract: A finite-volume computer code developed at the Institute for Hydromechanics, University of Karlsruhe, has been used to calculate the flow and sediment transport in a laboratory channel with constriction and movable bed. The flow is calculated by solving the fully three dimensional Reynolds-averaged Navier-Stokes equations with
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      Numerical Simulation of Contraction Scour in an Open Laboratory Channel

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/26466
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    contributor authorBui Minh Duc
    contributor authorWolfgang Rodi
    date accessioned2017-05-08T20:46:03Z
    date available2017-05-08T20:46:03Z
    date copyrightApril 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A4%28367%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26466
    description abstractA finite-volume computer code developed at the Institute for Hydromechanics, University of Karlsruhe, has been used to calculate the flow and sediment transport in a laboratory channel with constriction and movable bed. The flow is calculated by solving the fully three dimensional Reynolds-averaged Navier-Stokes equations with
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of Contraction Scour in an Open Laboratory Channel
    typeJournal Paper
    journal volume134
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:4(367)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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