Publication:
Comparing treatment methods that remove color from the effluent of an Organized Industrial District (OID)

dc.contributor.authorKılıç, Melike Yalılı
dc.contributor.authorYonar, Taner
dc.contributor.authorTeker, Selin
dc.contributor.authorKestioğlu, Kadir
dc.contributor.buuauthorYALILI KILIÇ, MELİKE
dc.contributor.buuauthorYONAR, TANER
dc.contributor.buuauthorTeker, Selin
dc.contributor.buuauthorKestioğlu, Kadir
dc.contributor.departmentMühendislik Fakültesi
dc.contributor.departmentÇevre Mühendisliği Bölümü
dc.contributor.orcid0000-0002-0387-0656
dc.contributor.researcheridAAD-9468-2019
dc.contributor.researcheridAAG-8505-2021
dc.contributor.researcheridEBO-4091-2022
dc.contributor.researcheridFBH-9013-2022
dc.date.accessioned2024-08-06T06:58:38Z
dc.date.available2024-08-06T06:58:38Z
dc.date.issued2015-06-19
dc.description.abstractThis study investigates the treatability, in terms of color removal, of an effluent taken from an Organized Industrial District wastewater treatment plant located in Bursa, western Turkey. To remove the color, chemical coagulation, Fenton and Fenton-like oxidation, ozonation, adsorption, and membrane processes were employed, and the results were compared. In coagulation experiments, maximum color removal (87.4%) was obtained at pH 12.2 with a dose of 240 mg/L MgCl2 +Ca- (OH)(2). Fenton and Fenton-like oxidation processes showed high color removal efficiencies (93.1 and 80%, respectively) from the evaluated effluents. The best color removal (93.6%) in this study was achieved by an ozonation process at a dose of 8 g/L-min ozone with a pH of 12 and a contact time of 3 min. In addition to the color removal efficiencies for the applied processes, their associated operating costs were also calculated.
dc.identifier.doi10.1080/19443994.2014.913209
dc.identifier.eissn1944-3986
dc.identifier.endpage3463
dc.identifier.issn1944-3994
dc.identifier.issue12
dc.identifier.startpage3454
dc.identifier.urihttps://doi.org/10.1080/19443994.2014.913209
dc.identifier.urihttps://www.tandfonline.com/doi/full/10.1080/19443994.2014.913209
dc.identifier.urihttps://hdl.handle.net/11452/43737
dc.identifier.volume54
dc.identifier.wos000354942500027
dc.indexed.wosWOS.SCI
dc.language.isoen
dc.publisherDesalination
dc.relation.bapKUAP(M)-2013/47
dc.relation.journalDesalination and Water Treatment
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectTextile waste-water
dc.subjectAdvanced oxidation processes
dc.subjectBiological treatment
dc.subjectPhysicochemical treatment
dc.subjectChemical treatment
dc.subjectCod removal
dc.subjectDecolorization
dc.subjectFenton
dc.subjectNanofiltration
dc.subjectOzonation
dc.subjectChemical coagulation
dc.subjectAdsorption
dc.subjectColor removal
dc.subjectOzonation
dc.subjectMembrane
dc.subjectOrganized industrial district wastewater
dc.subjectFenton and fenton-like oxidation
dc.subjectEngineering
dc.subjectWater resources
dc.titleComparing treatment methods that remove color from the effluent of an Organized Industrial District (OID)
dc.typeArticle
dspace.entity.typePublication
local.contributor.departmentMühendislik Fakültesi/Çevre Mühendisliği Bölümü
relation.isAuthorOfPublication9847e914-244a-4fb4-9981-001d1a5d0af7
relation.isAuthorOfPublication6f17179c-9535-4414-982e-bd78630bbedf
relation.isAuthorOfPublication.latestForDiscovery9847e914-244a-4fb4-9981-001d1a5d0af7

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