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    Round Jet in Ambient Counterflowing Stream

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author:
    K. M. Lam
    ,
    H. C. Chan
    DOI: 10.1061/(ASCE)0733-9429(1997)123:10(895)
    Publisher: American Society of Civil Engineers
    Abstract: We investigate the penetration and spreading of a round jet into an ambient counterflow using the planar laser-induced fluorescence (LIF) technique. The LIF images enable us to obtain the instantaneous concentration field of the penetrating jet effluent. Large-scale wandering of jet penetration is observed and leads to significant temporal and spatial fluctuations in the location of the dividing interface between jet effluent and ambient fluid. The penetration distance and the lateral spreading width of the jet exhibit fluctuations with covering ranges as large as their corresponding time-averaged values. The degree of fluctuations in these penetration and spreading parameters increases with the jet-to-current velocity ratio, but essentially scales with the mean penetration distance. We also attempt to predict the mean penetration distance by considering the decay of centerline jet velocity under a hypothesis that the counterflow affects the jet via a simple compression of the axial coordinates of jet flow.
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      Round Jet in Ambient Counterflowing Stream

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24346
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    • Journal of Hydraulic Engineering

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    contributor authorK. M. Lam
    contributor authorH. C. Chan
    date accessioned2017-05-08T20:42:41Z
    date available2017-05-08T20:42:41Z
    date copyrightOctober 1997
    date issued1997
    identifier other%28asce%290733-9429%281997%29123%3A10%28895%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24346
    description abstractWe investigate the penetration and spreading of a round jet into an ambient counterflow using the planar laser-induced fluorescence (LIF) technique. The LIF images enable us to obtain the instantaneous concentration field of the penetrating jet effluent. Large-scale wandering of jet penetration is observed and leads to significant temporal and spatial fluctuations in the location of the dividing interface between jet effluent and ambient fluid. The penetration distance and the lateral spreading width of the jet exhibit fluctuations with covering ranges as large as their corresponding time-averaged values. The degree of fluctuations in these penetration and spreading parameters increases with the jet-to-current velocity ratio, but essentially scales with the mean penetration distance. We also attempt to predict the mean penetration distance by considering the decay of centerline jet velocity under a hypothesis that the counterflow affects the jet via a simple compression of the axial coordinates of jet flow.
    publisherAmerican Society of Civil Engineers
    titleRound Jet in Ambient Counterflowing Stream
    typeJournal Paper
    journal volume123
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1997)123:10(895)
    treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian