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    Buoyant Jets in Density‐Stratified Crossflow

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 005
    Author:
    Steven J. Wright
    DOI: 10.1061/(ASCE)0733-9429(1984)110:5(643)
    Publisher: American Society of Civil Engineers
    Abstract: Analysis is performed to predict the maximum and equilibrium heights‐of‐rise for vertical round jets discharged into a linearly stratified crossflow. Approximate relations for minimum dilution at the maximum height of rise is also presented. Length scales describing the interaction of a buoyant jet with the crossflow and stratification are presented. Various asymptotic solutions can be developed with the use of dimensional analysis and physical reasoning; their applicability depends upon the relative magnitudes of the different length scales. Experimental results were obtained to determine the values of the appropriate coefficients in the various asymptotic solutions. These were obtained by towing a buoyant jet discharge at constant velocity through a stagnant, stratified fluid. Measurements of maximum and equilibrium rise heights were obtained along with concentration profiles at the maximum height‐of‐rise. The results indicate that the approximate solutions can be applied if the coefficients in the various expressions are allowed to vary; this variation may be small enough to neglect for many practical applications.
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      Buoyant Jets in Density‐Stratified Crossflow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22329
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    contributor authorSteven J. Wright
    date accessioned2017-05-08T20:38:58Z
    date available2017-05-08T20:38:58Z
    date copyrightMay 1984
    date issued1984
    identifier other%28asce%290733-9429%281984%29110%3A5%28643%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22329
    description abstractAnalysis is performed to predict the maximum and equilibrium heights‐of‐rise for vertical round jets discharged into a linearly stratified crossflow. Approximate relations for minimum dilution at the maximum height of rise is also presented. Length scales describing the interaction of a buoyant jet with the crossflow and stratification are presented. Various asymptotic solutions can be developed with the use of dimensional analysis and physical reasoning; their applicability depends upon the relative magnitudes of the different length scales. Experimental results were obtained to determine the values of the appropriate coefficients in the various asymptotic solutions. These were obtained by towing a buoyant jet discharge at constant velocity through a stagnant, stratified fluid. Measurements of maximum and equilibrium rise heights were obtained along with concentration profiles at the maximum height‐of‐rise. The results indicate that the approximate solutions can be applied if the coefficients in the various expressions are allowed to vary; this variation may be small enough to neglect for many practical applications.
    publisherAmerican Society of Civil Engineers
    titleBuoyant Jets in Density‐Stratified Crossflow
    typeJournal Paper
    journal volume110
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1984)110:5(643)
    treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 005
    contenttypeFulltext
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