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    Simplified Design of Contractions in Supercritical Flow

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author:
    Terry W. Sturm
    DOI: 10.1061/(ASCE)0733-9429(1985)111:5(871)
    Publisher: American Society of Civil Engineers
    Abstract: It is shown that minimization of standing waves in supercritical flow in a contraction is equivalent to simultaneous satisfaction of the momentum equation parallel to and perpendicular to the wave front, the continuity equation across the wave front, and continuity through the contraction. Solution of these four governing equations is presented in a graphical form which eliminates the necessity of trial and error in the design procedure. Finally, choking criteria are defined to assist the designer in maintaining supercritical flow through the transition.
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      Simplified Design of Contractions in Supercritical Flow

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    contributor authorTerry W. Sturm
    date accessioned2017-05-08T20:39:16Z
    date available2017-05-08T20:39:16Z
    date copyrightMay 1985
    date issued1985
    identifier other%28asce%290733-9429%281985%29111%3A5%28871%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22497
    description abstractIt is shown that minimization of standing waves in supercritical flow in a contraction is equivalent to simultaneous satisfaction of the momentum equation parallel to and perpendicular to the wave front, the continuity equation across the wave front, and continuity through the contraction. Solution of these four governing equations is presented in a graphical form which eliminates the necessity of trial and error in the design procedure. Finally, choking criteria are defined to assist the designer in maintaining supercritical flow through the transition.
    publisherAmerican Society of Civil Engineers
    titleSimplified Design of Contractions in Supercritical Flow
    typeJournal Paper
    journal volume111
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1985)111:5(871)
    treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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