Please use this identifier to cite or link to this item: https://doi.org/10.1016/S1383-5866(02)00073-4
DC FieldValue
dc.titleStudy on feed pretreatment for membrane filtration of secondary effluent
dc.contributor.authorKim, S.L.
dc.contributor.authorPaul Chen, J.
dc.contributor.authorTing, Y.P.
dc.date.accessioned2014-06-17T08:34:44Z
dc.date.available2014-06-17T08:34:44Z
dc.date.issued2002-11-01
dc.identifier.citationKim, S.L., Paul Chen, J., Ting, Y.P. (2002-11-01). Study on feed pretreatment for membrane filtration of secondary effluent. Separation and Purification Technology 29 (2) : 171-179. ScholarBank@NUS Repository. https://doi.org/10.1016/S1383-5866(02)00073-4
dc.identifier.issn13835866
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66812
dc.description.abstractIn this study, membrane filtration was used to treat a secondary effluent emanating from a sewage treatment works that treats a combined industrial and municipal wastewater. Three feed pretreatments for a spiral wound reverse osmosis (RO) membrane filtration were evaluated, including: (i) membrane ultrafiltration (System I); (ii) dual media filtration and granular activated carbon (GAC) adsorption (System II); (iii) dual media filtration with dosage of organic flocculant and GAC adsorption (System III). It is shown that System I yielded the best turbidity removal, with turbidity below 1.15 NTU. The combination of System I and RO showed the least flux decline between cleans. In addition, flux recovery was easily achieved with mechanical clean without chemicals. The overall total dissolved solids (TDS) rejection was well maintained at 81-89%. The dual media filter and GAC did not provide adequate pretreatment; this led to rapid fouling in the RO membrane. The impact on RO performance was a greater flux decline coupled with TDS rejection decrease from 78 to 66%. The addition of an organic flocculant (dosed at 15 mg/1 to form filterable flocs) did not significantly improve the performance of the dual media filtration and the GAC. It was also observed that inadequate pretreatment had an adverse impact on the membrane flux recovery by cleaning. Simple mechanical cleaning was insufficient in recovering flux when Systems II and III were employed as pretreatment. Furthermore, longer chemical cleaning duration was required to recover membrane flux. © 2002 Elsevier Science B.V. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S1383-5866(02)00073-4
dc.sourceScopus
dc.subjectFouling
dc.subjectMembranefiltration
dc.subjectPretreatment
dc.subjectSecondary effluent
dc.subjectWater reclamation
dc.typeArticle
dc.contributor.departmentCHEMICAL & ENVIRONMENTAL ENGINEERING
dc.description.doi10.1016/S1383-5866(02)00073-4
dc.description.sourcetitleSeparation and Purification Technology
dc.description.volume29
dc.description.issue2
dc.description.page171-179
dc.description.codenSPUTF
dc.identifier.isiut000178274800010
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