Dilution of dense effluents on a sloping bottom

Christodoulou George, C

dc.contributor.author	Christodoulou George, C	en
dc.date.accessioned	2014-03-01T01:08:19Z
dc.date.available	2014-03-01T01:08:19Z
dc.date.issued	1991	en
dc.identifier.issn	0022-1686	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/10411
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0026360530&partnerID=40&md5=5d1a8d559beb5f3cc1329ab9a789a76d	en
dc.subject.classification	Engineering, Civil	en
dc.subject.classification	Water Resources	en
dc.subject.other	Fluid Mechanics--Mathematical Models	en
dc.subject.other	Fluids--Concentration	en
dc.subject.other	Fluids--Density	en
dc.subject.other	Dilution	en
dc.subject.other	Sloping Bottoms	en
dc.subject.other	Flow of Water	en
dc.subject.other	Dense	en
dc.subject.other	Effluent Dispersal	en
dc.title	Dilution of dense effluents on a sloping bottom	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1991	en
heal.abstract	A simple model is proposed for evaluating the dilution and other main characteristics of a dense boundary-attached 3-D plume, created by the disposal of heavier effluent into a quiescent homogeneous ambient. It is based on matching requirements between the near-and intermediate field, which allow the calculation of necessary quantities at the initiation of the bottom plume in terms of the initial discharge parameters. The subsequent spreading is described through a generalization of available data.	en
heal.publisher	INT ASSN HYDRAULIC RESEARCH	en
heal.journalName	Journal of Hydraulic Research	en
dc.identifier.isi	ISI:A1991FT83400003	en
dc.identifier.volume	29	en
dc.identifier.issue	3	en
dc.identifier.spage	329	en
dc.identifier.epage	339	en