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Table 3

UASB and MBR application in industrial wastewater and high strength municipal wastewater

Water sourceProcess (HRT)COD removal (UASB) (%)MBR fluxReference
Various industries UASB + MBR (14) 94 (69) 21 25 LMH This study 
Various industries MBR (15) 68–89 (NA) 17 LMH Tao et al. (2009)  
High strength municipal UASB + MBR (4–6) 98 (73–85) – Farajzadehha et al. (2011)  
Dairy wastewater UASB + MBR (20) 99 (66–85) 13–19 LMH Buntner et al. (2013)  
Petrochemical wastewater MBR (13) 94–96 (NA) 12.5 LMH Jian-Jun et al. (2007)  
Water sourceProcess (HRT)COD removal (UASB) (%)MBR fluxReference
Various industries UASB + MBR (14) 94 (69) 21 25 LMH This study 
Various industries MBR (15) 68–89 (NA) 17 LMH Tao et al. (2009)  
High strength municipal UASB + MBR (4–6) 98 (73–85) – Farajzadehha et al. (2011)  
Dairy wastewater UASB + MBR (20) 99 (66–85) 13–19 LMH Buntner et al. (2013)  
Petrochemical wastewater MBR (13) 94–96 (NA) 12.5 LMH Jian-Jun et al. (2007)  
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