YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Irrigation and Drainage Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Irrigation and Drainage 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

    Flow through Side Sluice Gate

    Source: Journal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author:
    Masoud Ghodsian
    DOI: 10.1061/(ASCE)0733-9437(2003)129:6(458)
    Publisher: American Society of Civil Engineers
    Abstract: The hydraulic characteristics of a side sluice gate were studied experimentally. It was found that the specific energy remains constant along the side sluice gate. The coefficient of discharge for the side sluice gate is related to the main channel Froude number and the ratio of upstream depth of flow to sluice gate opening for free flow. It also depends on an additional parameter: the ratio of tailwater depth to the gate opening for submerged flow. Suitable equations for discharge coefficient are obtained.
    • Download: (141.6Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Flow through Side Sluice Gate

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/28223
    Collections
    • Journal of Irrigation and Drainage Engineering

    Show full item record

    contributor authorMasoud Ghodsian
    date accessioned2017-05-08T20:49:24Z
    date available2017-05-08T20:49:24Z
    date copyrightDecember 2003
    date issued2003
    identifier other%28asce%290733-9437%282003%29129%3A6%28458%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28223
    description abstractThe hydraulic characteristics of a side sluice gate were studied experimentally. It was found that the specific energy remains constant along the side sluice gate. The coefficient of discharge for the side sluice gate is related to the main channel Froude number and the ratio of upstream depth of flow to sluice gate opening for free flow. It also depends on an additional parameter: the ratio of tailwater depth to the gate opening for submerged flow. Suitable equations for discharge coefficient are obtained.
    publisherAmerican Society of Civil Engineers
    titleFlow through Side Sluice Gate
    typeJournal Paper
    journal volume129
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2003)129:6(458)
    treeJournal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;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