Two different purification systems at Istanbul-Tuzla and Adana-Kozan, their characterizations

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dc.authorid0000-0002-8144-8266
dc.authorscopusid57194470624
dc.authorwosidYINANC, Abdullah/I-7843-2016
dc.contributor.authorYinanç, Abdullah
dc.date.accessioned2022-05-11T14:47:52Z
dc.date.available2022-05-11T14:47:52Z
dc.date.issued2017
dc.departmentMeslek Yüksekokulları, Teknik Bilimler Meslek Yüksekokulu, İnşaat Bölümü
dc.description.abstractIn most developed countries, wastewater treatment plants are presently utilizing efficient purification technology meeting the sufficiency requirements of quality and quantity. However, in developing countries, the number of wastewater treatment plants is limited. As a result, the establishment of a connection between the wastewater collection system and wastewater purification plants is increasingly becoming a top priority for researchers. The aim of this article is to analyze wastewater collection and purification systems and establish the links between these two processes. In the present study, the efficiency of the present purification system at the Istanbul-Tuzla and Adana-Kozan plants was investigated with the aim of enhancing their performance. The findings pertaining to the model sewage system revealed a decrease in NH3-N by 20-70%, total nitrogen (T-N) by 25-75%, biological oxygen demand (BOD5) by 50-60%, chemical oxygen demand (COD) by 35-55% and suspended solids (SS) by 55-85%. As a result of studies performed in the Tuzla sewage treatment system, we can confirm that T-N decreased by 50-75%, suspended solid particles by 24-57%, and BOD5 by 34-57%, while 35-55% of COD was removed. Similarly, in the canal exit at K.zan, BOD5 decreased by 40-55%, COD by 30-50%, SS by 25-45% and T-N by 5-40%.
dc.identifier.doi10.2166/wst.2017.137
dc.identifier.endpage2614
dc.identifier.issn0273-1223
dc.identifier.issn1996-9732
dc.identifier.issue11en_US
dc.identifier.pmid28617280
dc.identifier.scopus2-s2.0-85021765192
dc.identifier.scopusqualityQ2
dc.identifier.startpage2607
dc.identifier.urihttps://doi.org/10.2166/wst.2017.137
dc.identifier.urihttps://hdl.handle.net/20.500.11776/10565
dc.identifier.volume75
dc.identifier.wosWOS:000403486600013
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.indekslendigikaynakPubMed
dc.institutionauthorYinanç, Abdullah
dc.language.isoen
dc.publisherIwa Publishing
dc.relation.ispartofWater Science and Technology
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectcanals
dc.subjectefficiency
dc.subjectpurification systems
dc.subjectwastewater collection
dc.subjectWaste-Water Treatment
dc.subjectEfficiency
dc.titleTwo different purification systems at Istanbul-Tuzla and Adana-Kozan, their characterizations
dc.typeArticle

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