YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Hydraulic Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Hydraulic Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Sediment Transport in Stratified Turbulent Flow

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author:
    Bruce A. DeVantier
    ,
    Bruce E. Larock
    DOI: 10.1061/(ASCE)0733-9429(1983)109:12(1622)
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model of sediment laden, density affected turbulent flows is presented. The finite element technique is used in conjunction with the Newton iterative method to solve the resulting partial differential equations. The model satisfactorily predicts velocity and concentration profiles for unidirectional open channel flows. It is concluded that the model can justifiably be extended to multidimensional flows.
    • Download: (743.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Sediment Transport in Stratified Turbulent Flow

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/22019
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorBruce A. DeVantier
    contributor authorBruce E. Larock
    date accessioned2017-05-08T20:38:23Z
    date available2017-05-08T20:38:23Z
    date copyrightDecember 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A12%281622%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22019
    description abstractA mathematical model of sediment laden, density affected turbulent flows is presented. The finite element technique is used in conjunction with the Newton iterative method to solve the resulting partial differential equations. The model satisfactorily predicts velocity and concentration profiles for unidirectional open channel flows. It is concluded that the model can justifiably be extended to multidimensional flows.
    publisherAmerican Society of Civil Engineers
    titleSediment Transport in Stratified Turbulent Flow
    typeJournal Paper
    journal volume109
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:12(1622)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian