TY - JOUR
T1 - Development and start up of a gas-lift anaerobic membrane bioreactor (Gl-AnMBR) for conversion of sewage to energy, water and nutrients
AU - Prieto, Ana Lucia
AU - Futselaar, Harry
AU - Lens, Piet N L
AU - Bair, Robert
AU - Yeh, Daniel H.
PY - 2013/8/15
Y1 - 2013/8/15
N2 - A lab-scale, gas-lift anaerobic membrane bioreactor (Gl-AnMBR) was developed and evaluated for its ability to treat and recover resources from sewage. Gl-AnMBR is a hybrid treatment technology that combines anaerobic biological process with low-pressure membrane filtration. A synthetic sewage, mimicking household wastewater, was used as feed to the 10L suspended-growth bioreactor, which is coupled to a tubular PVDF ultrafiltration membrane (with biogas as sparge gas) for sludge/water separation. A series of rapid filterability assessments of flocculant anaerobic sludge was performed and a flux of 18L/m2h (LMH) could be obtained under the tested conditions. Under continuous operation (100d), the flux gradually settled to a stable range of 10-15LMH when weekly manual fouling control was applied. When frequent backwash (for 5min every 4h) was applied, an average flux of 50LMH was sustained. Gl-AnMBR showed excellent removal efficiencies of sewage organic matter (up to 98% and 95% in chemical oxygen demand and organic carbon removal, respectively), while producing methane as biogas (4.5L/d), which can be used for membrane scrubbing and energy recovery.
AB - A lab-scale, gas-lift anaerobic membrane bioreactor (Gl-AnMBR) was developed and evaluated for its ability to treat and recover resources from sewage. Gl-AnMBR is a hybrid treatment technology that combines anaerobic biological process with low-pressure membrane filtration. A synthetic sewage, mimicking household wastewater, was used as feed to the 10L suspended-growth bioreactor, which is coupled to a tubular PVDF ultrafiltration membrane (with biogas as sparge gas) for sludge/water separation. A series of rapid filterability assessments of flocculant anaerobic sludge was performed and a flux of 18L/m2h (LMH) could be obtained under the tested conditions. Under continuous operation (100d), the flux gradually settled to a stable range of 10-15LMH when weekly manual fouling control was applied. When frequent backwash (for 5min every 4h) was applied, an average flux of 50LMH was sustained. Gl-AnMBR showed excellent removal efficiencies of sewage organic matter (up to 98% and 95% in chemical oxygen demand and organic carbon removal, respectively), while producing methane as biogas (4.5L/d), which can be used for membrane scrubbing and energy recovery.
KW - Anaerobic digestion
KW - Decentralized wastewater treatment
KW - Resource recovery
KW - Synthetic sewage
KW - Ultrafiltration
UR - http://www.scopus.com/inward/record.url?scp=84878479471&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84878479471&partnerID=8YFLogxK
U2 - 10.1016/j.memsci.2013.02.016
DO - 10.1016/j.memsci.2013.02.016
M3 - Article
AN - SCOPUS:84878479471
SN - 0376-7388
VL - 441
SP - 158
EP - 167
JO - Jornal of Membrane Science
JF - Jornal of Membrane Science
ER -