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    Sequent Depth Ratio of a B-Jump

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 006
    Author:
    Francesco Giuseppe Carollo
    ,
    Vito Ferro
    ,
    Vincenzo Pampalone
    DOI: 10.1061/(ASCE)HY.1943-7900.0000342
    Publisher: American Society of Civil Engineers
    Abstract: A B-jump is defined as the jump having the toe section located on a positively sloping upstream channel and the roller end on a downstream horizontal channel. This jump often occurs in the stilling basins with a horizontal bottom and located downstream of a steep channel. For a B-jump, a completely theoretical approach is not sufficient to solve the momentum equation and to establish the sequent depth ratio. In this paper, by using the laboratory measurements carried out in this investigation, some available empirical relationships useful for estimating the sequent depth ratio are tested. Then, by using the
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      Sequent Depth Ratio of a B-Jump

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    contributor authorFrancesco Giuseppe Carollo
    contributor authorVito Ferro
    contributor authorVincenzo Pampalone
    date accessioned2017-05-08T21:51:02Z
    date available2017-05-08T21:51:02Z
    date copyrightJune 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000368.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64184
    description abstractA B-jump is defined as the jump having the toe section located on a positively sloping upstream channel and the roller end on a downstream horizontal channel. This jump often occurs in the stilling basins with a horizontal bottom and located downstream of a steep channel. For a B-jump, a completely theoretical approach is not sufficient to solve the momentum equation and to establish the sequent depth ratio. In this paper, by using the laboratory measurements carried out in this investigation, some available empirical relationships useful for estimating the sequent depth ratio are tested. Then, by using the
    publisherAmerican Society of Civil Engineers
    titleSequent Depth Ratio of a B-Jump
    typeJournal Paper
    journal volume137
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000342
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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