Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66345
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dc.titleTwo-stage SBR for treatment of oil refinery wastewater
dc.contributor.authorLee, L.Y.
dc.contributor.authorHu, J.Y.
dc.contributor.authorOng, S.L.
dc.contributor.authorNg, W.J.
dc.contributor.authorRen, J.H.
dc.contributor.authorWong, S.H.
dc.date.accessioned2014-06-17T08:27:04Z
dc.date.available2014-06-17T08:27:04Z
dc.date.issued2004
dc.identifier.citationLee, L.Y.,Hu, J.Y.,Ong, S.L.,Ng, W.J.,Ren, J.H.,Wong, S.H. (2004). Two-stage SBR for treatment of oil refinery wastewater. Water Science and Technology 50 (10) : 243-249. ScholarBank@NUS Repository.
dc.identifier.issn02731223
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66345
dc.description.abstractA two-stage sequencing batch reactor (SBR) system was used for treatment of oily wastewater with COD and oil and grease (O&G) concentrations ranging from 1,722-7,826 mg/L and 5,365-13,350 mg/L, respectively. A suitable start-up protocol was developed using gradual increase in oily wastewater composition with methanol as the co-substrate. This strategy enabled a short acclimation period of 12 days for the sludge in the two-stage SBR to adapt to the oily wastewater. After acclimation, the 1st stage and 2nd stage SBRs were able to achieve COD removals of 47.0 ± 2.4% and 95.3 ± 0.5%, respectively. The 1st stage SBR was able to achieve 99.8 ± 0.1% of O&G removal and effluent O&G from the 1st stage SBR was only 6 ± 2 mg/L. The 2nd stage SBR was used to further remove COD in the effluent from the 1st stage SBR. The final effluent from the 2nd stage SBR had a COD concentration of 97 ± 16 mg/L with no detectable O&G content. Thus, a two-stage SBR system was shown to be feasible for treating high strength oily wastewater to meet the local discharge standards. © IWA Publishing 2004.
dc.sourceScopus
dc.subjectCOD removal
dc.subjectInhibitory effect
dc.subjectOil and grease removal
dc.subjectOil refinery wastewater
dc.subjectTwo-stage SBR
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleWater Science and Technology
dc.description.volume50
dc.description.issue10
dc.description.page243-249
dc.description.codenWSTED
dc.identifier.isiutNOT_IN_WOS
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