Please use this identifier to cite or link to this item: http://hdl.handle.net/11189/5682
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dc.contributor.authorDe Jager, Debbieen_US
dc.contributor.authorSheldon, Marshall Sheereneen_US
dc.contributor.authorEdwards, Wen_US
dc.date.accessioned2017-06-12T06:59:49Z-
dc.date.available2017-06-12T06:59:49Z-
dc.date.issued2012-
dc.identifier.citationWater Science and Technology, 65(5):907-914, 2012en_US
dc.identifier.urihttp://hdl.handle.net/11189/5682-
dc.description.abstractA pilot-scale dual-stage membrane bioreactor (dsMBR) incorporating two ultra-filtration (UF) side-stream membrane modules was designed, constructed, operated and evaluated on-site for treating high-strength textile effluent. The effluent stream was characterised by a COD range of between 45 to 2,820 mg/L and an average BOD of 192.5 mg/L. The dsMBR achieved an average COD reduction of 75% with a maximum of 97% over the 9 month test period. The COD concentration obtained after dsMBR treatment averaged at 190 mg/L, which was well within the discharge standard. The average reduction in turbidity and TSS were 94% and 19.6%, respectively, during the UF-MBR stage of the system. Subsequent treatment of the UF-permeate with nanofiltration (NF) and reverse osmosis (RO) removed both the residual colour and remaining salt. A consistent reduction in the color of the incoming effluent was evident. The ADMI was reduced from an average of 659 to ∼20, a lower ADMI and colour compared to the potable water. An average conductivity rejection of 91% was achieved with conductivity being reduced from an average of 7,700 to 693 μS/cm and the TDS reduced from an average of 5,700 to 473 mg/L, which facilitated an average TDS rejection of 92%.en_US
dc.language.isoenen_US
dc.publisherIWA Publishingen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/3.0/za/-
dc.subjectMembrane bioreactor (MBR)en_US
dc.subjectUltra-filtration (UF)en_US
dc.subjectHigh-strength textile effluenten_US
dc.titleMembrane bioreactor application within the treatment of high strength textile effluenten_US
dc.type.patentArticleen_US
dc.identifier.doihttp://dx.doi.org/10.2166/wst.2012.920-
Appears in Collections:Eng - Journal articles (DHET subsidised)
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