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contributor authorP. D. Friedman
contributor authorJ. Katz
date accessioned2017-05-09T00:02:37Z
date available2017-05-09T00:02:37Z
date copyrightDecember, 2000
date issued2000
identifier issn0098-2202
identifier otherJFEGA4-27157#779_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/123831
description abstractA vertical jet or fountain, whose velocity is opposite to the direction of its buoyant force, reverses direction after reaching a maximum penetration depth. This penetration depth is measured from the jet exit or, if present, the location of the undisturbed interface. This paper shows that the penetration depth is only a function of a Richardson number divided by a jet spreading factor. If no interface is present, the spreading factor is one; otherwise the spreading factor is only a function of distance between the jet exit and the interface. As long as the jet is fully turbulent, the penetration depth is independent of Reynolds and Weber numbers. These trends are applicable to a broad range of fluid systems including air jets impacting liquids as well as miscible and immiscible liquid-liquid systems with only slight density differences. [S0098-2202(00)00304-7]
publisherThe American Society of Mechanical Engineers (ASME)
titleRise Height for Negatively Buoyant Fountains and Depth of Penetration for Negatively Buoyant Jets Impinging an Interface
typeJournal Paper
journal volume122
journal issue4
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.1311786
journal fristpage779
journal lastpage782
identifier eissn1528-901X
keywordsDensity
keywordsFluids
keywordsTurbulence
keywordsJets
keywordsFlow (Dynamics)
keywordsAir jets AND Force
treeJournal of Fluids Engineering:;2000:;volume( 122 ):;issue: 004
contenttypeFulltext


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