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    Local Scour due to Submerged Horizontal Jet

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 008
    Author:
    S. S. Chatterjee
    ,
    S. N. Ghosh
    ,
    M. Chatterjee
    DOI: 10.1061/(ASCE)0733-9429(1994)120:8(973)
    Publisher: American Society of Civil Engineers
    Abstract: The phenomena of local scour and sediment transport due to a horizontal jet issuing from a sluice and flowing over a rigid apron, then on to an erodible bed, have been investigated. Based on experimental data, the scour characteristics have been correlated through the development of empirical expressions for the time to reach equilibrium stage, the locations of maximum scour depth and peak of dune, and the variation of maximum scour depth with time. Similarity criteria for the predication of development of the scour hole and sediment transport have also been developed and, apart from the flow parameters and sediment properties, the jet diffusion characteristics play an important role in these processes. The empirical relationships developed in this study highlight the necessity of an individual assessment when developing the similarity criteria for a particular flow situation.
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      Local Scour due to Submerged Horizontal Jet

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/24018
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    contributor authorS. S. Chatterjee
    contributor authorS. N. Ghosh
    contributor authorM. Chatterjee
    date accessioned2017-05-08T20:42:08Z
    date available2017-05-08T20:42:08Z
    date copyrightAugust 1994
    date issued1994
    identifier other%28asce%290733-9429%281994%29120%3A8%28973%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24018
    description abstractThe phenomena of local scour and sediment transport due to a horizontal jet issuing from a sluice and flowing over a rigid apron, then on to an erodible bed, have been investigated. Based on experimental data, the scour characteristics have been correlated through the development of empirical expressions for the time to reach equilibrium stage, the locations of maximum scour depth and peak of dune, and the variation of maximum scour depth with time. Similarity criteria for the predication of development of the scour hole and sediment transport have also been developed and, apart from the flow parameters and sediment properties, the jet diffusion characteristics play an important role in these processes. The empirical relationships developed in this study highlight the necessity of an individual assessment when developing the similarity criteria for a particular flow situation.
    publisherAmerican Society of Civil Engineers
    titleLocal Scour due to Submerged Horizontal Jet
    typeJournal Paper
    journal volume120
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1994)120:8(973)
    treeJournal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 008
    contenttypeFulltext
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