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

    Effect of Size Gradation on Transport of Sediment Mixtures

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 008
    Author:
    Albert Molinas
    ,
    Baosheng Wu
    DOI: 10.1061/(ASCE)0733-9429(1998)124:8(786)
    Publisher: American Society of Civil Engineers
    Abstract: Total bed-material load computations for nonuniform sediment mixtures were evaluated for the commonly used Engelund and Hansen, Ackers and White, and Yang transport formulas. The results of sediment transport computations indicate considerable scatter is in bed-material load transport relations for nonuniform sediment mixtures. The analysis demonstrates that a single fixed size, such as
    • Download: (779.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Effect of Size Gradation on Transport of Sediment Mixtures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/24681
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorAlbert Molinas
    contributor authorBaosheng Wu
    date accessioned2017-05-08T20:43:13Z
    date available2017-05-08T20:43:13Z
    date copyrightAugust 1998
    date issued1998
    identifier other%28asce%290733-9429%281998%29124%3A8%28786%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24681
    description abstractTotal bed-material load computations for nonuniform sediment mixtures were evaluated for the commonly used Engelund and Hansen, Ackers and White, and Yang transport formulas. The results of sediment transport computations indicate considerable scatter is in bed-material load transport relations for nonuniform sediment mixtures. The analysis demonstrates that a single fixed size, such as
    publisherAmerican Society of Civil Engineers
    titleEffect of Size Gradation on Transport of Sediment Mixtures
    typeJournal Paper
    journal volume124
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1998)124:8(786)
    treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 008
    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