Treatment and disposal of the waste-water of Thessaloniki, Greece

Andreadakis, AD; Agelakis, TE; Adraktas, DV

dc.contributor.author	Andreadakis, AD	en
dc.contributor.author	Agelakis, TE	en
dc.contributor.author	Adraktas, DV	en
dc.date.accessioned	2014-03-01T01:09:36Z
dc.date.available	2014-03-01T01:09:36Z
dc.date.issued	1993	en
dc.identifier.issn	0160-4120	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/11103
dc.subject.classification	Environmental Sciences	en
dc.subject.other	nitrogen	en
dc.subject.other	article	en
dc.subject.other	bioreactor	en
dc.subject.other	denitrification	en
dc.subject.other	domestic waste	en
dc.subject.other	effluent standard	en
dc.subject.other	greece	en
dc.subject.other	mathematical model	en
dc.subject.other	seasonal variation	en
dc.subject.other	urban area	en
dc.subject.other	waste water management	en
dc.subject.other	waste water treatment plant	en
dc.subject.other	Thessaloniki	en
dc.subject.other	mathematical modelling	en
dc.subject.other	treatment plant	en
dc.subject.other	waste disposal	en
dc.subject.other	wastewater	en
dc.subject.other	Greece, Thessaloniki	en
dc.title	Treatment and disposal of the waste-water of Thessaloniki, Greece	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0160-4120(93)90090-5	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0160-4120(93)90090-5	en
heal.language	English	en
heal.publicationDate	1993	en
heal.abstract	The wastewater from the city of Thessaloniki is discharged without treatment to the nearby inner part of the Thessaloniki Gulf. The existing treatment plant is designed for primary treatment and does not operate since the expected effluent quality is not suitable for safe disposal to the available recipients. The paper describes the results of a recent two-year study, aiming to investigate suitable treatment and disposal alternatives and to propose an appropriate upgraded treatment plant. The results of the investigation, which involved application of mathematical modelling of the quality parameters of the gulf, indicate that an environmentally acceptable and technico-economically sound solution consists of a biological treatment system with seasonal nitrogen removal, followed by discharge of the treated effluent to the central part of the gulf, through a marine outfall.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	Environment International	en
dc.identifier.doi	10.1016/0160-4120(93)90090-5	en
dc.identifier.isi	ISI:A1993LA86200009	en
dc.identifier.volume	19	en
dc.identifier.issue	3	en
dc.identifier.spage	291	en
dc.identifier.epage	299	en