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

    Supercritical Flow in Chute Contraction

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author:
    Roger Reinauer
    ,
    Willi H. Hager
    DOI: 10.1061/(ASCE)0733-9429(1998)124:1(55)
    Publisher: American Society of Civil Engineers
    Abstract: Contractions with supercritical flow generate shockwaves requiring significantly larger wall heights than predicted by one-dimensional flow equations. Three distinct waves in a straight-walled contraction may be identified: wave 1 downstream from the contraction point, wave 2 in the chute axis, and wall wave 3 beyond the contraction end. The characteristics of these three waves were experimentally determined, based on the concept of the shock number. The effects of contraction ratio and bottom slope were investigated. Means to reduce shock waves in a contraction were also studied. A shock diffractor was introduced as a simple element that reduces shocks significantly. A design procedure is presented, and the optimum diffractor geometry with its optimum location is specified. Corresponding wave heights without and with diffractors were studied; a typical reduction of wave height with diffractors was 20–40. A discussion of off-design flow and choking flow is also included. Based on the present results, a complete hydraulic design of straight-walled chute contractions is possible.
    • Download: (1.157Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Supercritical Flow in Chute Contraction

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/24523
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorRoger Reinauer
    contributor authorWilli H. Hager
    date accessioned2017-05-08T20:42:58Z
    date available2017-05-08T20:42:58Z
    date copyrightJanuary 1998
    date issued1998
    identifier other%28asce%290733-9429%281998%29124%3A1%2855%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24523
    description abstractContractions with supercritical flow generate shockwaves requiring significantly larger wall heights than predicted by one-dimensional flow equations. Three distinct waves in a straight-walled contraction may be identified: wave 1 downstream from the contraction point, wave 2 in the chute axis, and wall wave 3 beyond the contraction end. The characteristics of these three waves were experimentally determined, based on the concept of the shock number. The effects of contraction ratio and bottom slope were investigated. Means to reduce shock waves in a contraction were also studied. A shock diffractor was introduced as a simple element that reduces shocks significantly. A design procedure is presented, and the optimum diffractor geometry with its optimum location is specified. Corresponding wave heights without and with diffractors were studied; a typical reduction of wave height with diffractors was 20–40. A discussion of off-design flow and choking flow is also included. Based on the present results, a complete hydraulic design of straight-walled chute contractions is possible.
    publisherAmerican Society of Civil Engineers
    titleSupercritical Flow in Chute Contraction
    typeJournal Paper
    journal volume124
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1998)124:1(55)
    treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 001
    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