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    Inclined Dense Jets in Flowing Current

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author:
    Philip J. W. Roberts
    ,
    G. Toms
    DOI: 10.1061/(ASCE)0733-9429(1987)113:3(323)
    Publisher: American Society of Civil Engineers
    Abstract: An extensive series of experiments on the characteristics of inclined and vertical dense jets discharged into a uniform crossflow of various speeds and directions is reported. The inclined jets were maintained at 60° to the horizontal and the results for terminal rise height, and dilutions at the terminal rise height and impact points are compared to those for vertical jets. For discharges into stagnant ambients, it is found that the effect of source volume flux should not be neglected for jet Froude numbers less than about 25. Empirical equations to predict dilution and rise height based on dimensional and length scale arguments are presented. The dilution of an inclined jet increases as the angle to the current increases. Dilutions for inclined jets discharging into the crossflow are lower than for a vertical jet and dilutions for discharges with the crossflow are generally higher. Applications to design are discussed, and it is found that the inclined jet is generally preferable to the vertical jet. This is because of the lower rise height of the inclined jet, the much higher dilution under stagnant conditions, and the horizontal momentum given to the wastefield.
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      Inclined Dense Jets in Flowing Current

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    contributor authorPhilip J. W. Roberts
    contributor authorG. Toms
    date accessioned2017-05-08T20:39:48Z
    date available2017-05-08T20:39:48Z
    date copyrightMarch 1987
    date issued1987
    identifier other%28asce%290733-9429%281987%29113%3A3%28323%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22764
    description abstractAn extensive series of experiments on the characteristics of inclined and vertical dense jets discharged into a uniform crossflow of various speeds and directions is reported. The inclined jets were maintained at 60° to the horizontal and the results for terminal rise height, and dilutions at the terminal rise height and impact points are compared to those for vertical jets. For discharges into stagnant ambients, it is found that the effect of source volume flux should not be neglected for jet Froude numbers less than about 25. Empirical equations to predict dilution and rise height based on dimensional and length scale arguments are presented. The dilution of an inclined jet increases as the angle to the current increases. Dilutions for inclined jets discharging into the crossflow are lower than for a vertical jet and dilutions for discharges with the crossflow are generally higher. Applications to design are discussed, and it is found that the inclined jet is generally preferable to the vertical jet. This is because of the lower rise height of the inclined jet, the much higher dilution under stagnant conditions, and the horizontal momentum given to the wastefield.
    publisherAmerican Society of Civil Engineers
    titleInclined Dense Jets in Flowing Current
    typeJournal Paper
    journal volume113
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1987)113:3(323)
    treeJournal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 003
    contenttypeFulltext
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