Please use this identifier to cite or link to this item: https://doi.org/10.2166/wst.2009.256
DC FieldValue
dc.titlePerformance and fouling characteristics of different pore-sized submerged ceramic membrane bioreactors (SCMBR)
dc.contributor.authorJin, L.
dc.contributor.authorNg, H.Y.
dc.contributor.authorOng, S.L.
dc.date.accessioned2014-10-08T08:33:11Z
dc.date.available2014-10-08T08:33:11Z
dc.date.issued2009
dc.identifier.citationJin, L., Ng, H.Y., Ong, S.L. (2009). Performance and fouling characteristics of different pore-sized submerged ceramic membrane bioreactors (SCMBR). Water Science and Technology 59 (11) : 2213-2218. ScholarBank@NUS Repository. https://doi.org/10.2166/wst.2009.256
dc.identifier.issn02731223
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/87580
dc.description.abstractThe membrane bioreactor (MBR), a combination of activated sludge process and the membrane separation system, has been widely used in wastewater treatment. However, 90% of MBR reported were employing polymeric membranes. The usage of ceramic membranes in MBR is quite rare. Four submerged ceramic membrane bioreactors (SCMBRs) with different membrane pore size were used in this study to treat sewage. The results showed that the desirable carbonaceous removal of 95% and ammonia nitrogen removal of 98% were obtained for all the SCMBRs. It was also showed that the ceramic membranes were able to reject some portions of the protein and carbohydrate, whereby the carbohydrate rejection rate was much higher than that of protein. Membrane pore size did not significantly affect the COD and TOC removal efficiencies, the composition of EPS and SMP or the membrane rejection rate, although slight differences were observed. The SCMBR with the biggest membrane pore size fouled fastest, and membrane pore size was a main contributor for the different fouling potential observed. © IWA Publishing 2009.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.2166/wst.2009.256
dc.sourceScopus
dc.subjectMembrane rejection
dc.subjectPore size
dc.subjectSCMBR
dc.subjectTreatment performance
dc.typeArticle
dc.contributor.departmentDIVISION OF ENVIRONMENTAL SCIENCE & ENGG
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.2166/wst.2009.256
dc.description.sourcetitleWater Science and Technology
dc.description.volume59
dc.description.issue11
dc.description.page2213-2218
dc.description.codenWSTED
dc.identifier.isiut000266782900016
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