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

    Bed Material Movement in Hyperconcentrated Flow

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author:
    Zhaohui Wan
    DOI: 10.1061/(ASCE)0733-9429(1985)111:6(987)
    Publisher: American Society of Civil Engineers
    Abstract: A series of experiments was made in a closed rectangular conduit with bentonite as fine particles and plastic beads as coarse particles. Compared with that in clear water, in bentonite suspensions coarse particles settle more slowly and start moving at a higher flow intensity. Due to the larger threshold velocity and smaller settling velocity, the bed load is smaller and the suspended load is larger. As a result, the total load, consisting of the bed load and the suspended load, is smaller in the low flow intensity region, but larger in the high flow intensity region. The increase of the suspended load favors the transition from dunes to plane bed. So in clay suspension dunes are lower, flatter, and change to plane bed at lower flow intensity. Correspondingly, the form resistance is smaller in clay suspension.
    • Download: (802.9Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Bed Material Movement in Hyperconcentrated Flow

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/22528
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorZhaohui Wan
    date accessioned2017-05-08T20:39:20Z
    date available2017-05-08T20:39:20Z
    date copyrightJune 1985
    date issued1985
    identifier other%28asce%290733-9429%281985%29111%3A6%28987%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22528
    description abstractA series of experiments was made in a closed rectangular conduit with bentonite as fine particles and plastic beads as coarse particles. Compared with that in clear water, in bentonite suspensions coarse particles settle more slowly and start moving at a higher flow intensity. Due to the larger threshold velocity and smaller settling velocity, the bed load is smaller and the suspended load is larger. As a result, the total load, consisting of the bed load and the suspended load, is smaller in the low flow intensity region, but larger in the high flow intensity region. The increase of the suspended load favors the transition from dunes to plane bed. So in clay suspension dunes are lower, flatter, and change to plane bed at lower flow intensity. Correspondingly, the form resistance is smaller in clay suspension.
    publisherAmerican Society of Civil Engineers
    titleBed Material Movement in Hyperconcentrated Flow
    typeJournal Paper
    journal volume111
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1985)111:6(987)
    treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 006
    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