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    Hydraulic Jumps in Sloping Channels: Sequent Depth Ratio

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author:
    M. K. Beirami
    ,
    Mohammad R. Chamani
    DOI: 10.1061/(ASCE)0733-9429(2006)132:10(1061)
    Publisher: American Society of Civil Engineers
    Abstract: A large variety of hydraulic jumps on horizontal and sloping inverts at the end of an ogee standard weir is investigated. An ogee standard weir was used to create supercritical flow and slopes of 0.0,
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      Hydraulic Jumps in Sloping Channels: Sequent Depth Ratio

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26004
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    contributor authorM. K. Beirami
    contributor authorMohammad R. Chamani
    date accessioned2017-05-08T20:45:17Z
    date available2017-05-08T20:45:17Z
    date copyrightOctober 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A10%281061%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26004
    description abstractA large variety of hydraulic jumps on horizontal and sloping inverts at the end of an ogee standard weir is investigated. An ogee standard weir was used to create supercritical flow and slopes of 0.0,
    publisherAmerican Society of Civil Engineers
    titleHydraulic Jumps in Sloping Channels: Sequent Depth Ratio
    typeJournal Paper
    journal volume132
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:10(1061)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 010
    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
    yabeshDSpacePersian