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dc.contributor.authorPark, Chanhyuk-
dc.contributor.authorHong, Seok-Won-
dc.contributor.authorChung, Tai Hak-
dc.contributor.authorChoi, Yong-Su-
dc.date.accessioned2024-01-20T20:03:32Z-
dc.date.available2024-01-20T20:03:32Z-
dc.date.created2021-09-02-
dc.date.issued2010-01-
dc.identifier.issn0011-9164-
dc.identifier.urihttps://pubs.kist.re.kr/handle/201004/131855-
dc.description.abstractA series of lab-scale filtration experiments were performed under various operating conditions to investigate the fouling behavior of microfiltration (MF) membranes when employing two different pretreatment methods. The secondary effluents from a biologically advanced treatment process were fed to each hybrid system, consisting of coagulation-flocculation-MF (CF-MF) and ozonation-MF processes. All experiments were carried out using a stirred-cell system, which consisted of polyvinylidene difluoride (PVDF) MF membranes with a 0.22 mu m pore size. When MF membrane was used alone without any pretreatment, the permeate flux dropped significantly. However, in the case of employing polyaluminium chloride (PACl) coagulation and ozonation as a pretreatment, the extent of flux decline rates was enhanced up to 88 and 38%, respectively. In the CF-MF hybrid system, the removal efficiencies of COD and total phosphorus were significantly enhanced at a coagulant dose above 30 mg/L With ozonation, more than 90% of the color was removed even at a low dosage of ozone (5 mg/L). Therefore. ozonation would be strongly recommended as a pretreatment in terms of removing organic matter. The permeate water quality by ozonation-MF process was in good compliance with the guidelines for wastewater reuse proposed by South Korean Ministry of Environment. (C) 2009 Published by Elsevier B.V.-
dc.languageEnglish-
dc.publisherELSEVIER SCIENCE BV-
dc.titlePerformance evaluation of pretreatment processes in integrated membrane system for wastewater reuse-
dc.typeArticle-
dc.identifier.doi10.1016/j.desal.2009.03.023-
dc.description.journalClass1-
dc.identifier.bibliographicCitationDESALINATION, v.250, no.2, pp.673 - 676-
dc.citation.titleDESALINATION-
dc.citation.volume250-
dc.citation.number2-
dc.citation.startPage673-
dc.citation.endPage676-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.identifier.wosid000272830700036-
dc.identifier.scopusid2-s2.0-71849103136-
dc.relation.journalWebOfScienceCategoryEngineering, Chemical-
dc.relation.journalWebOfScienceCategoryWater Resources-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalResearchAreaWater Resources-
dc.type.docTypeArticle; Proceedings Paper-
dc.subject.keywordPlusFILTRATION-
dc.subject.keywordPlusMICROFILTRATION-
dc.subject.keywordPlusPURIFICATION-
dc.subject.keywordPlusSAND-
dc.subject.keywordAuthorCoagulation-
dc.subject.keywordAuthorMicrofiltration-
dc.subject.keywordAuthorOzonation-
dc.subject.keywordAuthorPretreatment-
dc.subject.keywordAuthorWastewater reuse-
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KIST Article > 2010
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