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

    Nonlinear Model For Aggradation in Alluvial Channels

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author:
    Hou Zhang
    ,
    R. Kahawita
    DOI: 10.1061/(ASCE)0733-9429(1987)113:3(353)
    Publisher: American Society of Civil Engineers
    Abstract: A nonlinear parabolic model for aggradation processes in alluvial rivers or channels is presented. A general exponential formula for the sediment transport relation is postulated to account for the nonequilibrium process. An indirect method for evaluating the coefficients of the sediment transport relation is described. The technique is illustrated by numerical experiment and comparison with data. Analytical expressions obtained from perturbation solutions of the characteristic parameters relevant to the aggradation process are derived. The validity of the model is assessed by comparing the analytical and numerical results with available experimental data. Good agreement is obtained.
    • Download: (702.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Nonlinear Model For Aggradation in Alluvial Channels

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/22767
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorHou Zhang
    contributor authorR. Kahawita
    date accessioned2017-05-08T20:39:48Z
    date available2017-05-08T20:39:48Z
    date copyrightMarch 1987
    date issued1987
    identifier other%28asce%290733-9429%281987%29113%3A3%28353%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22767
    description abstractA nonlinear parabolic model for aggradation processes in alluvial rivers or channels is presented. A general exponential formula for the sediment transport relation is postulated to account for the nonequilibrium process. An indirect method for evaluating the coefficients of the sediment transport relation is described. The technique is illustrated by numerical experiment and comparison with data. Analytical expressions obtained from perturbation solutions of the characteristic parameters relevant to the aggradation process are derived. The validity of the model is assessed by comparing the analytical and numerical results with available experimental data. Good agreement is obtained.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Model For Aggradation in Alluvial Channels
    typeJournal Paper
    journal volume113
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1987)113:3(353)
    treeJournal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 003
    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