Please use this identifier to cite or link to this item: https://doi.org/10.2166/wst.2008.749
DC FieldValue
dc.titleFeasibility of submerged anaerobic membrane bioreactor (SAMBR) for treatment of low-strength wastewater
dc.contributor.authorHuang, Z.
dc.contributor.authorOng, S.L.
dc.contributor.authorNg, H.Y.
dc.date.accessioned2014-10-07T06:26:57Z
dc.date.available2014-10-07T06:26:57Z
dc.date.issued2008
dc.identifier.citationHuang, Z., Ong, S.L., Ng, H.Y. (2008). Feasibility of submerged anaerobic membrane bioreactor (SAMBR) for treatment of low-strength wastewater. Water Science and Technology 58 (10) : 1925-1931. ScholarBank@NUS Repository. https://doi.org/10.2166/wst.2008.749
dc.identifier.issn02731223
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/84591
dc.description.abstractTwo 6-L submerged anaerobic membrane bioreactors (SAMBR) with SRT of 30 and 60 d (denoted as R30 and R60, respectively) were set up and operated for five months, with a mixture of glucose as substrate. Feasibility of SAMBR was studied for treatment of low-strength wastewater. First two months were identified as acclimation stage. A COD removal efficiency was achieved stably at around 99% and biogas productions were maintained at 0.023 and 0.028 L CH 4/gMLVSS·d for R30 and R60, respectively. Even though R60 contained higher MLVSS concentration, no significant difference of treatment performances between both reactors was found due to the low organic loading rate and high purification function of membrane, in the investigation of membrane fouling, less irreversible fouling was observed for R30 compared to R60. High non-flocculent concentration of R60 would be responsible for membrane internal pore blocking and deteriorated effluent quality. © IWA publishing 2008.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.2166/wst.2008.749
dc.sourceScopus
dc.subjectAnaerobic process
dc.subjectBiogas production
dc.subjectLow-strength wastewater
dc.subjectMembrane bioreactor
dc.typeArticle
dc.contributor.departmentDIVISION OF ENVIRONMENTAL SCIENCE & ENGG
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.2166/wst.2008.749
dc.description.sourcetitleWater Science and Technology
dc.description.volume58
dc.description.issue10
dc.description.page1925-1931
dc.description.codenWSTED
dc.identifier.isiut000261688000006
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