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    Transition from Hydraulic Jump to Open Channel Flow

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 009
    Author:
    S. Wu
    ,
    N. Rajaratnam
    DOI: 10.1061/(ASCE)0733-9429(1996)122:9(526)
    Publisher: American Society of Civil Engineers
    Abstract: This technical note presents the results of a laboratory study of the transition region from the end of a hydraulic jump to fully developed open channel flow. The velocity profile changes from that of a wall jet to the semilogarithmic form of open channel flow. In this region, the bed shear stress continues to decrease rapidly to eventually become constant. The intensity of flow on the centerplane decreases continuously to attain the relevant open channel value. The length of this transition region was found to be approximately equal to 10 times the tailwater depth for the range of Froude numbers studied, which varied from 3.87 to 10.48.
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      Transition from Hydraulic Jump to Open Channel Flow

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    contributor authorS. Wu
    contributor authorN. Rajaratnam
    date accessioned2017-05-08T20:42:39Z
    date available2017-05-08T20:42:39Z
    date copyrightSeptember 1996
    date issued1996
    identifier other%28asce%290733-9429%281996%29122%3A9%28526%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24326
    description abstractThis technical note presents the results of a laboratory study of the transition region from the end of a hydraulic jump to fully developed open channel flow. The velocity profile changes from that of a wall jet to the semilogarithmic form of open channel flow. In this region, the bed shear stress continues to decrease rapidly to eventually become constant. The intensity of flow on the centerplane decreases continuously to attain the relevant open channel value. The length of this transition region was found to be approximately equal to 10 times the tailwater depth for the range of Froude numbers studied, which varied from 3.87 to 10.48.
    publisherAmerican Society of Civil Engineers
    titleTransition from Hydraulic Jump to Open Channel Flow
    typeJournal Paper
    journal volume122
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1996)122:9(526)
    treeJournal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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