Full metadata record
DC Field | Value | Language |
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dc.contributor.author | Park, Chanhyuk | - |
dc.contributor.author | Hong, Seok-Won | - |
dc.contributor.author | Chung, Tai Hak | - |
dc.contributor.author | Choi, Yong-Su | - |
dc.date.accessioned | 2024-01-20T20:03:32Z | - |
dc.date.available | 2024-01-20T20:03:32Z | - |
dc.date.created | 2021-09-02 | - |
dc.date.issued | 2010-01 | - |
dc.identifier.issn | 0011-9164 | - |
dc.identifier.uri | https://pubs.kist.re.kr/handle/201004/131855 | - |
dc.description.abstract | A 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.language | English | - |
dc.publisher | ELSEVIER SCIENCE BV | - |
dc.title | Performance evaluation of pretreatment processes in integrated membrane system for wastewater reuse | - |
dc.type | Article | - |
dc.identifier.doi | 10.1016/j.desal.2009.03.023 | - |
dc.description.journalClass | 1 | - |
dc.identifier.bibliographicCitation | DESALINATION, v.250, no.2, pp.673 - 676 | - |
dc.citation.title | DESALINATION | - |
dc.citation.volume | 250 | - |
dc.citation.number | 2 | - |
dc.citation.startPage | 673 | - |
dc.citation.endPage | 676 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.identifier.wosid | 000272830700036 | - |
dc.identifier.scopusid | 2-s2.0-71849103136 | - |
dc.relation.journalWebOfScienceCategory | Engineering, Chemical | - |
dc.relation.journalWebOfScienceCategory | Water Resources | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Water Resources | - |
dc.type.docType | Article; Proceedings Paper | - |
dc.subject.keywordPlus | FILTRATION | - |
dc.subject.keywordPlus | MICROFILTRATION | - |
dc.subject.keywordPlus | PURIFICATION | - |
dc.subject.keywordPlus | SAND | - |
dc.subject.keywordAuthor | Coagulation | - |
dc.subject.keywordAuthor | Microfiltration | - |
dc.subject.keywordAuthor | Ozonation | - |
dc.subject.keywordAuthor | Pretreatment | - |
dc.subject.keywordAuthor | Wastewater reuse | - |
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