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    Initial Dilution of Horizontal Jet in Crossflow

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author:
    Joseph H. W. Lee
    ,
    Peter Neville‐Jones
    DOI: 10.1061/(ASCE)0733-9429(1987)113:5(615)
    Publisher: American Society of Civil Engineers
    Abstract: Available data on the initial dilution of a horizontal round buoyant jet in a perpendicular crossflow are successfully interpreted using length scales and mathematical models. The database consists of in situ measurements of surface dilution in the sewage boil at a number of sea outfalls in the United Kingdom, as well as limited laboratory experimental data. Simple equations for the prediction of minimum initial dilution in an ambient current are well‐supported by the collective data. The dilution constants obtained are comparable to but greater than those derived from previous laboratory experiments of a vertical negatively buoyant jet in a crossflow. A correlation for the downstream location of minimum dilution is also provided. The results reported herein can be readily used in outfall design.
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      Initial Dilution of Horizontal Jet in Crossflow

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    contributor authorJoseph H. W. Lee
    contributor authorPeter Neville‐Jones
    date accessioned2017-05-08T20:39:52Z
    date available2017-05-08T20:39:52Z
    date copyrightMay 1987
    date issued1987
    identifier other%28asce%290733-9429%281987%29113%3A5%28615%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22803
    description abstractAvailable data on the initial dilution of a horizontal round buoyant jet in a perpendicular crossflow are successfully interpreted using length scales and mathematical models. The database consists of in situ measurements of surface dilution in the sewage boil at a number of sea outfalls in the United Kingdom, as well as limited laboratory experimental data. Simple equations for the prediction of minimum initial dilution in an ambient current are well‐supported by the collective data. The dilution constants obtained are comparable to but greater than those derived from previous laboratory experiments of a vertical negatively buoyant jet in a crossflow. A correlation for the downstream location of minimum dilution is also provided. The results reported herein can be readily used in outfall design.
    publisherAmerican Society of Civil Engineers
    titleInitial Dilution of Horizontal Jet in Crossflow
    typeJournal Paper
    journal volume113
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1987)113:5(615)
    treeJournal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 005
    contenttypeFulltext
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