Post-treatment of anaerobically-treated compost leachate by membrane systems: emphasis on molecular weight distribution

dc.authorid0000-0003-2358-3248
dc.authorid0000-0003-2358-3248
dc.authorid0000-0001-9783-9512
dc.authorscopusid57199997968
dc.authorscopusid25627176000
dc.authorscopusid14009616700
dc.authorscopusid14056059300
dc.authorscopusid6602117139
dc.authorscopusid57275295200
dc.authorwosidOzkaya, Bestami/D-6272-2015
dc.authorwosidkaradag, dogan/L-7915-2019
dc.authorwosidÖzkaya, Bestami/P-6995-2018
dc.authorwosidÖzkaya, Bestami/AAW-3570-2021
dc.authorwosidÇakmakcı, Mehmet/AAA-1897-2019
dc.authorwosidÇelik, Suna Özden/ABA-6170-2020
dc.contributor.authorAcun, Sinan
dc.contributor.authorÇelik, Suna Özden
dc.contributor.authorÇakmakçı, Mehmet
dc.contributor.authorKaradağ, Doğan
dc.contributor.authorArmağan, Bülent
dc.contributor.authorÖzkaya, Bestamin
dc.date.accessioned2022-05-11T14:17:22Z
dc.date.available2022-05-11T14:17:22Z
dc.date.issued2017
dc.departmentFakülteler, Çorlu Mühendislik Fakültesi, Çevre Mühendisliği Bölümü
dc.description.abstractCompost leachate contains high concentrations of organic matter, sulphate and ammonia which requires combined treatment systems. In case of the use of membrane containing combined systems, the effect of pretreatment on molecular weight distribution (MWD) is important in terms of appropriate membrane selection. In this study the leachate from Istanbul full-scale composting plant was firstly treated in an anaerobic fluidized bed reactor (AFBR). Performance of the reactor was low due to the inhibiton by high ammonia content while treatment efficiencies of COD and SO42- were around 41% with 50% ammonia removal. During the anaerobic treatment high molecular weight materials were mostly converted to low molecular fractions. However, changes in the distribution of molecular fractions differed in each pollutant parameters. Subsequent membrane treatment scheme was determined according to the molecular weight distribution analyses. Particular and collodial materials from AFBR effluent was effectively treated by MF and UF membranes. Post-treatment studies were performed using four different NF and RO membranes and performance comparison was made based on removal efficiency and flux changes. BW30 membrane provided the lowest treatment efficiency while other TXN45, NF90 and XLE membranes had similar effluent quality. Effluent from all membrane systems met discharge limits and optimum treatment scheme has been suggested as AFBR+MF+UF+TXN45 based on operational flux values.
dc.identifier.doi10.5004/dwt.2017.21464
dc.identifier.endpage47
dc.identifier.issn1944-3994
dc.identifier.issn1944-3986
dc.identifier.scopus2-s2.0-85038556243
dc.identifier.scopusqualityQ3
dc.identifier.startpage40
dc.identifier.urihttps://doi.org/10.5004/dwt.2017.21464
dc.identifier.urihttps://hdl.handle.net/20.500.11776/6333
dc.identifier.volume93
dc.identifier.wosWOS:000418866000005
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorÇelik, Suna Özden
dc.language.isoen
dc.publisherDesalination Publ
dc.relation.ispartofDesalination and Water Treatment
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectCompost leachate
dc.subjectAFBR
dc.subjectMolecular weight distribution
dc.subjectNF
dc.subjectRO membrane
dc.subjectLandfill Leachate
dc.subjectWaste-Water
dc.subjectSulfate Reduction
dc.subjectBioreactor
dc.subjectPlant
dc.subjectBioremediation
dc.subjectTreatability
dc.subjectTechnology
dc.subjectStrategies
dc.subjectOzonation
dc.titlePost-treatment of anaerobically-treated compost leachate by membrane systems: emphasis on molecular weight distribution
dc.typeArticle

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