Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record