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    Transcritical Flows in Three and Four Branch Open-Channel Intersections

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author:
    N. Rivière
    ,
    G. Travin
    ,
    R. J. Perkins
    DOI: 10.1061/(ASCE)HY.1943-7900.0000835
    Publisher: American Society of Civil Engineers
    Abstract: Transcritical flows in three and four branch channel intersections have been studied experimentally, and an empirical relationship is derived from the data to express the flow distribution as a function of the Froude number of the flow in the main channel downstream of the intersection, and in the case of the four-branch intersection, the ratio of the incoming flows in the two inlet channels. The empirical relationship agrees closely with the data from this study, and with data from other studies in comparable conditions. The results illustrate an important point which has been overlooked in some previous studies—the existence of a critical section in the lateral outflow channel is not sufficient to isolate flow in the intersection from the downstream control in the lateral channel. It is shown that if drowned flow occurs in the lateral channel, then the downstream control can affect the flow in the intersection.
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      Transcritical Flows in Three and Four Branch Open-Channel Intersections

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    contributor authorN. Rivière
    contributor authorG. Travin
    contributor authorR. J. Perkins
    date accessioned2017-05-08T21:52:03Z
    date available2017-05-08T21:52:03Z
    date copyrightApril 2014
    date issued2014
    identifier other%28asce%29hz%2E1944-8376%2E0000028.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64701
    description abstractTranscritical flows in three and four branch channel intersections have been studied experimentally, and an empirical relationship is derived from the data to express the flow distribution as a function of the Froude number of the flow in the main channel downstream of the intersection, and in the case of the four-branch intersection, the ratio of the incoming flows in the two inlet channels. The empirical relationship agrees closely with the data from this study, and with data from other studies in comparable conditions. The results illustrate an important point which has been overlooked in some previous studies—the existence of a critical section in the lateral outflow channel is not sufficient to isolate flow in the intersection from the downstream control in the lateral channel. It is shown that if drowned flow occurs in the lateral channel, then the downstream control can affect the flow in the intersection.
    publisherAmerican Society of Civil Engineers
    titleTranscritical Flows in Three and Four Branch Open-Channel Intersections
    typeJournal Paper
    journal volume140
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000835
    treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 004
    contenttypeFulltext
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