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Tertiary treatment of a secondary effluent by the coupling of coagulation-flocculation-disinfection for irrigation reuse

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dc.contributor.authorÇiner, Fehiman
dc.contributor.buuauthorÜstün, Gökhan Ekrem
dc.contributor.buuauthorSolmaz, Seval Kutlu Akal
dc.contributor.buuauthorBaşkaya, Hüseyin Savaş
dc.contributor.departmentFen Edebiyat Fakültesi
dc.contributor.departmentÇevre Mühendisliği Bölümü
dc.contributor.orcid0000-0002-7126-6792
dc.contributor.researcheridAAH-1967-2021
dc.contributor.researcheridAAG-8439-2021
dc.contributor.scopusid6602601167
dc.contributor.scopusid8630493800
dc.contributor.scopusid42760996000
dc.date.accessioned2021-12-07T08:08:59Z
dc.date.available2021-12-07T08:08:59Z
dc.date.issued2011-08-15
dc.description.abstractThe aim of this study was to investigate the performance of a tertiary treatment system for irrigation reuse of secondary urban effluents. The tertiary treatment units (including coagulation-flocculation-disinfection) were evaluated using a pilot-scale plant (0.24 m(3) h(-1) of capacity) located in the wastewater treatment plant of Bursa in Turkey. The results showed that the highest removal efficiencies using coagulation, flocculation and disinfection of suspended solids, chemical oxygen demand, turbidity and total coliform were determined to be 64%, 39%, 81% and 5-log reduction, respectively. Additionally, the concentration of heavy metals was below the national and international standards. The results from the tertiary treatment of urban effluent suggest that it can be used as a viable water resource for irrigation.
dc.identifier.citationÜstün, G. E. vd. (2011). "Tertiary treatment of a secondary effluent by the coupling of coagulation-flocculation-disinfection for irrigation reuse". Desalination, 277(1-3), 207-212.
dc.identifier.endpage212
dc.identifier.issn0011-9164
dc.identifier.issn1873-4464
dc.identifier.issue1-3
dc.identifier.scopus2-s2.0-79960163984
dc.identifier.startpage207
dc.identifier.urihttps://doi.org/10.1016/j.desal.2011.04.032
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S0011916411003560
dc.identifier.urihttp://hdl.handle.net/11452/23036
dc.identifier.volume277
dc.identifier.wos000293720600028
dc.indexed.wosSCIE
dc.language.isoen
dc.publisherElsevier
dc.relation.bapM(U)-2009/31
dc.relation.collaborationYurt içi
dc.relation.journalDesalination
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectEngineering
dc.subjectWater resources
dc.subjectTertiary treatment
dc.subjectReuse
dc.subjectIrrigation
dc.subjectUrban effluent
dc.subjectSecondary effluent
dc.subjectWater-treatment technologies
dc.subjectWaste-water
dc.subjectAdvanced oxidation
dc.subjectRemoval
dc.subjectSoil
dc.subjectBursa [Bursa (PRV)]
dc.subjectBursa [Turkey]
dc.subjectTurkey
dc.subjectChemical oxygen demand
dc.subjectChemical water treatment
dc.subjectCoagulation
dc.subjectDisinfection
dc.subjectEffluents
dc.subjectFlocculation
dc.subjectHeavy metals
dc.subjectIrrigation
dc.subjectTurbidity
dc.subjectWastewater
dc.subjectWastewater treatment
dc.subjectWater treatment plants
dc.subjectInternational standards
dc.subjectPilot scale
dc.subjectRemoval efficiencies
dc.subjectReuse
dc.subjectSecondary effluent
dc.subjectSuspended solids
dc.subjectTertiary treatment systems
dc.subjectUrban effluents
dc.subjectWastewater treatment plants
dc.subjectEffluent
dc.subjectHeavy metal
dc.subjectSolid
dc.subjectEffluent treatment
dc.subject.scopusAscaris; Biosolids; Helminths
dc.subject.wosEngineering, chemical
dc.subject.wosWater resources
dc.titleTertiary treatment of a secondary effluent by the coupling of coagulation-flocculation-disinfection for irrigation reuse
dc.typeArticle
dc.wos.quartileQ1
dspace.entity.typePublication
local.contributor.departmentFen Edebiyat Fakültesi/Çevre Mühendisliği Bölümü
local.indexed.atScopus
local.indexed.atWOS

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