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    Choke-Free Flow in Circular Channels with Increase in Bed Elevations

    Source: Journal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author:
    Subhasish Dey
    DOI: 10.1061/(ASCE)0733-9437(1998)124:6(317)
    Publisher: American Society of Civil Engineers
    Abstract: Physical solutions for the flow through circular channels due to increase in bed elevations are obtained, satisfying the condition of choke-free flow. In this analysis, three different cases of channel transitions, commonly found in practice, are considered. They are (1) when the channel bed is raised with the formation of a flat base; (2) when the channel bed is raised due to change in position of the centerline; and (3) when the channel bed is raised due to decrease in channel diameter. Considering a smooth and gradual transition zone, the equations of energy and continuity are solved for the subcritical approaching flow regime to determine the maximum limiting rise in bed elevation. Using the continuity equation of the upstream flow, the ranges of the upstream flow depths are also obtained for the choke-free condition.
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      Choke-Free Flow in Circular Channels with Increase in Bed Elevations

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    contributor authorSubhasish Dey
    date accessioned2017-05-08T20:48:54Z
    date available2017-05-08T20:48:54Z
    date copyrightNovember 1998
    date issued1998
    identifier other%28asce%290733-9437%281998%29124%3A6%28317%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27888
    description abstractPhysical solutions for the flow through circular channels due to increase in bed elevations are obtained, satisfying the condition of choke-free flow. In this analysis, three different cases of channel transitions, commonly found in practice, are considered. They are (1) when the channel bed is raised with the formation of a flat base; (2) when the channel bed is raised due to change in position of the centerline; and (3) when the channel bed is raised due to decrease in channel diameter. Considering a smooth and gradual transition zone, the equations of energy and continuity are solved for the subcritical approaching flow regime to determine the maximum limiting rise in bed elevation. Using the continuity equation of the upstream flow, the ranges of the upstream flow depths are also obtained for the choke-free condition.
    publisherAmerican Society of Civil Engineers
    titleChoke-Free Flow in Circular Channels with Increase in Bed Elevations
    typeJournal Paper
    journal volume124
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1998)124:6(317)
    treeJournal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 006
    contenttypeFulltext
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