TY - JOUR
T1 - Pilot-scale anaerobic submerged membrane bioreactor (AnSMBR) treating municipal wastewater
T2 - The fouling phenomenon and long-term operation
AU - Martinez-Sosa, D.
AU - Helmreich, B.
AU - Netter, T.
AU - Paris, S.
AU - Bischof, F.
AU - Horn, H.
PY - 2011
Y1 - 2011
N2 - An anaerobic submerged membrane bioreactor (AnSMBR) on pilot-scale treating a mixture composed of municipal wastewater and glucose under mesophilic temperature conditions was operated for 206 days. The performance of the AnSMBR was evaluated at different fluxes, biomass concentrations and gas sparging velocities (GSV). GSV was used to control fouling. In addition, the AnSMBR was operated in cycles that included relaxation and backwashing phases. The increase in the transmembrane pressure (fouling rate) was measured under different operational conditions and was used to evaluate the stability of the process. The fouling rate could be controlled for a long period of time at a flux of 7 l m-2 h-1 with a GSV of 62 m/h and an average biomass concentration of 14.8 g TSS/L. The membrane was physically cleaned after 156 days of operation. The cleaning efficiency was almost 100% indicating that no irreversible fouling was developed inside the pores of the membrane. The COD removal efficiency was close to 90%. As in anaerobic processes, nutrients were not exposed to degradation and almost no pathogens were found in the effluent, hence the effluent could be used for irrigation in agriculture.
AB - An anaerobic submerged membrane bioreactor (AnSMBR) on pilot-scale treating a mixture composed of municipal wastewater and glucose under mesophilic temperature conditions was operated for 206 days. The performance of the AnSMBR was evaluated at different fluxes, biomass concentrations and gas sparging velocities (GSV). GSV was used to control fouling. In addition, the AnSMBR was operated in cycles that included relaxation and backwashing phases. The increase in the transmembrane pressure (fouling rate) was measured under different operational conditions and was used to evaluate the stability of the process. The fouling rate could be controlled for a long period of time at a flux of 7 l m-2 h-1 with a GSV of 62 m/h and an average biomass concentration of 14.8 g TSS/L. The membrane was physically cleaned after 156 days of operation. The cleaning efficiency was almost 100% indicating that no irreversible fouling was developed inside the pores of the membrane. The COD removal efficiency was close to 90%. As in anaerobic processes, nutrients were not exposed to degradation and almost no pathogens were found in the effluent, hence the effluent could be used for irrigation in agriculture.
KW - Anaerobic submerged membrane bioreactor
KW - Anaerobic treatment of municipal wastewater
KW - Critical and operational flux
UR - http://www.scopus.com/inward/record.url?scp=81855203267&partnerID=8YFLogxK
U2 - 10.2166/wst.2011.745
DO - 10.2166/wst.2011.745
M3 - Article
C2 - 22020472
AN - SCOPUS:81855203267
SN - 0273-1223
VL - 64
SP - 1804
EP - 1811
JO - Water Science and Technology
JF - Water Science and Technology
IS - 9
ER -