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Inclined negatively buoyant jets 1: Geometrical characteristics

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dc.contributor.author Papakonstantis, IG en
dc.contributor.author Christodoulou, GC en
dc.contributor.author Papanicolaou, PN en
dc.date.accessioned 2014-03-01T01:35:51Z
dc.date.available 2014-03-01T01:35:51Z
dc.date.issued 2011 en
dc.identifier.issn 0022-1686 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/21217
dc.subject Buoyant jet en
dc.subject desalination brine en
dc.subject discharge angle en
dc.subject jet trajectory en
dc.subject negative buoyancy en
dc.subject turbulent jet en
dc.subject.classification Engineering, Civil en
dc.subject.classification Water Resources en
dc.subject.other Buoyant jets en
dc.subject.other Discharge angle en
dc.subject.other jet trajectory en
dc.subject.other negative buoyancy en
dc.subject.other Turbulent jet en
dc.subject.other Desalination en
dc.subject.other Reynolds number en
dc.subject.other Trajectories en
dc.subject.other Video cameras en
dc.subject.other Water filtration en
dc.subject.other Buoyancy en
dc.subject.other brine en
dc.subject.other buoyancy en
dc.subject.other desalination en
dc.subject.other experimental study en
dc.subject.other Froude number en
dc.subject.other jet flow en
dc.subject.other Reynolds number en
dc.subject.other steady-state equilibrium en
dc.subject.other theoretical study en
dc.subject.other turbulence en
dc.title Inclined negatively buoyant jets 1: Geometrical characteristics en
heal.type journalArticle en
heal.identifier.primary 10.1080/00221686.2010.537153 en
heal.identifier.secondary http://dx.doi.org/10.1080/00221686.2010.537153 en
heal.language English en
heal.publicationDate 2011 en
heal.abstract Experimental results on inclined turbulent round jets with negative buoyancy discharging in a calm homogeneous fluid are presented. Six different discharge angles from 45 to 90 to the horizontal are studied, and the jet evolution is recorded by means of a video camera. Results concern the main geometrical characteristics of the jet trajectory, i.e. the initial terminal height of rise reached by the jet at flow initiation, the final terminal height of rise observed at steady state, the horizontal distance from the source at which the terminal height is observed and the horizontal distance to the point where the jet returns at the source elevation. The densimetric Froude number at the source ranges between 7 and 60, whereas the Reynolds number is generally higher than 6000. Results are given in dimensionless form and confirm theoretical considerations obtained by dimensional analysis. © 2011 International Association for Hydro-Environment Engineering and Research. en
heal.publisher TAYLOR & FRANCIS LTD en
heal.journalName Journal of Hydraulic Research en
dc.identifier.doi 10.1080/00221686.2010.537153 en
dc.identifier.isi ISI:000287213000002 en
dc.identifier.volume 49 en
dc.identifier.issue 1 en
dc.identifier.spage 3 en
dc.identifier.epage 12 en


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