TY - CHAP
T1 - Pilot study for the potential application of a shortcut nitrification and denitrification process in landfill leachate treatment with MBR
AU - An, K. J.
AU - Tan, J. W.
AU - Meng, L.
PY - 2006
Y1 - 2006
N2 - An advanced nitrogen removal pilot study was performed in China's Xia Ping Landfill Leachate Treatment Plant to undertake shortcut nitrification and denitrification with the Membrane Bio-reactor (MBR) process. It was found that the MBR process used 25% less of the oxygen and 40% less of the external carbon sources, compared to the conventional nitrification and denitrification process. The key feature of the MBR process is that it provides an environment more favorable for ammonia oxidation bacterium (AOB) than for nitrite oxidation bacterium (NOB) through controlling loading, pH, temperature, dissolved oxygen concentration (DO), and NH3 inhibition. Optimum operating condition was examined through continuous running of the pilot MBR, and it was found that a minimum HRT of 4.3 days and maximum ammonia loading of 0.6 kg N-NH 4+ m3.d with pH 7-8.5, temperature 25-30°C, and DO at 2 mg/L is favorable to AOB. Kinetic study was conducted to identify the characteristic of the microorganisms in the system. Measured Ks and μA,max of MBR sludge was 19.65 mg NH4-N/L (Temperature 25°C, pH 8.5) and 0.26 d-1, respectively. © IWA Publishing 2006.
AB - An advanced nitrogen removal pilot study was performed in China's Xia Ping Landfill Leachate Treatment Plant to undertake shortcut nitrification and denitrification with the Membrane Bio-reactor (MBR) process. It was found that the MBR process used 25% less of the oxygen and 40% less of the external carbon sources, compared to the conventional nitrification and denitrification process. The key feature of the MBR process is that it provides an environment more favorable for ammonia oxidation bacterium (AOB) than for nitrite oxidation bacterium (NOB) through controlling loading, pH, temperature, dissolved oxygen concentration (DO), and NH3 inhibition. Optimum operating condition was examined through continuous running of the pilot MBR, and it was found that a minimum HRT of 4.3 days and maximum ammonia loading of 0.6 kg N-NH 4+ m3.d with pH 7-8.5, temperature 25-30°C, and DO at 2 mg/L is favorable to AOB. Kinetic study was conducted to identify the characteristic of the microorganisms in the system. Measured Ks and μA,max of MBR sludge was 19.65 mg NH4-N/L (Temperature 25°C, pH 8.5) and 0.26 d-1, respectively. © IWA Publishing 2006.
KW - Ammonium oxidation bacterium (AOB)
KW - Nitrite oxidizing bacterium (NOB)
KW - Shortcut nitrification and denitrification
UR - http://www.scopus.com/inward/record.url?scp=33847049130&partnerID=8YFLogxK
UR - https://www.scopus.com/record/pubmetrics.uri?eid=2-s2.0-33847049130&origin=recordpage
U2 - 10.2166/ws.2006.958
DO - 10.2166/ws.2006.958
M3 - RGC 12 - Chapter in an edited book (Author)
SN - 1843395908
SN - 9781843395904
VL - 6
T3 - Water Science and Technology: Water Supply
SP - 147
EP - 154
BT - Water Science and Technology: Water Supply
ER -