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    Choke-Free Flow in Ovoidal Sewers with Increase in Bed Elevations

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author:
    K. Babaeyan-Koopaei
    DOI: 10.1061/(ASCE)0733-9429(2001)127:2(149)
    Publisher: American Society of Civil Engineers
    Abstract: The condition of choke-free flow in ovoidal sewers subject to a rise in bed elevation is considered. For a subcritical approach flow with a smooth and gradual transition zone, the maximum limiting rise in bed elevation for ovoidal sewers is determined. Based on a condition of critical flow downstream of the transition zone, the energy and continuity equations are solved numerically to obtain the maximum permissible limits of bed elevation rises and allowable ranges for upstream flow depths. Design graphs are presented for practical use.
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      Choke-Free Flow in Ovoidal Sewers with Increase in Bed Elevations

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    contributor authorK. Babaeyan-Koopaei
    date accessioned2017-05-08T20:44:00Z
    date available2017-05-08T20:44:00Z
    date copyrightFebruary 2001
    date issued2001
    identifier other%28asce%290733-9429%282001%29127%3A2%28149%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25148
    description abstractThe condition of choke-free flow in ovoidal sewers subject to a rise in bed elevation is considered. For a subcritical approach flow with a smooth and gradual transition zone, the maximum limiting rise in bed elevation for ovoidal sewers is determined. Based on a condition of critical flow downstream of the transition zone, the energy and continuity equations are solved numerically to obtain the maximum permissible limits of bed elevation rises and allowable ranges for upstream flow depths. Design graphs are presented for practical use.
    publisherAmerican Society of Civil Engineers
    titleChoke-Free Flow in Ovoidal Sewers with Increase in Bed Elevations
    typeJournal Paper
    journal volume127
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2001)127:2(149)
    treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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