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    Two‐Equation Turbulence Model for Flow in Trenches

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author:
    Ben J. Alfrink
    ,
    Leo C. van Rijn
    DOI: 10.1061/(ASCE)0733-9429(1983)109:7(941)
    Publisher: American Society of Civil Engineers
    Abstract: Steady recirculating flow is described by means of a mathematical model based on the full unsteady Reynolds equations and the
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      Two‐Equation Turbulence Model for Flow in Trenches

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/22152
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    • Journal of Hydraulic Engineering

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    contributor authorBen J. Alfrink
    contributor authorLeo C. van Rijn
    date accessioned2017-05-08T20:38:38Z
    date available2017-05-08T20:38:38Z
    date copyrightJuly 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A7%28941%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22152
    description abstractSteady recirculating flow is described by means of a mathematical model based on the full unsteady Reynolds equations and the
    publisherAmerican Society of Civil Engineers
    titleTwo‐Equation Turbulence Model for Flow in Trenches
    typeJournal Paper
    journal volume109
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:7(941)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 007
    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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