WANG Meixiang, ZHAO Weihua, WANG Shuying, et al. Startup and stability of A2N2 double sludge system denitrifying phosphorus removal process[J]. CIESC Journal, 2016, (7): 2987-2997. DOI: 10.11949/j.issn.0438-1157.20160107.
WANG Meixiang, ZHAO Weihua, WANG Shuying, et al. Startup and stability of A2N2 double sludge system denitrifying phosphorus removal process[J]. CIESC Journal, 2016, (7): 2987-2997. DOI: 10.11949/j.issn.0438-1157.20160107.DOI:
The A2N2-SBR (anaerobic/nitrification/anoxic/nitrification) double sludge system was investigated by using low C/N domestic sewage. This study focused on the characteristics of nitrifying bacteria biofilm membrane and denitrifying phosphorus accumulating bacteria (DPAOs) domestication and cultivation
A2N2 double sludge denitrifying phosphorus removal process denitrification and phosphorus removal characteristics of the startup process. The results showed that by connecting sludge to A2/O-SBR unit and N-SBR unit
respectively to culture domestication phosphorus accumulating bacteria sludge and nitrifying bacteria biofilms separately. By using the A2/O-SBR unit effluent as the influent of N-SBR nitrifying units
the nitrification biofilm was grown up successfully within 25 d. The ammonia nitrogen removal rate was stable above 93%. In the A2/O-SBR unit
the sludge mixture was operated under anaerobic/aerobic (A/O) condition firstly. Then
the activated sludge was conducted under anaerobic/anoxic (A/A) condition
which reinforced the effect of the inoculating sludge denitrifying phosphorus removal commendably. After 43 d
the denitrifying phosphorus accumulating bacteria (DPAOs) was successfully enriched. DPAOs accounted PAOs for 67.81%. The denitrifying phosphorus removal rate steadily stayed above 77.9%. After startup successfully
about 73%
13% COD of raw water was used by phosphorus accumulating bacteria during the A2/O-SBR unit anaerobic phase and was removed in the N-SBR unit aeration process
respectively. The A2N2 system effluent COD
NH+4-N
PO43--P
TN concentrations was 40.6
0
0.4 and 13.5 mg·L-1
respectively
meeting national level A emission standards. It was suggested that A2N2 double sludge system denitrifying phosphorus removal process with good denitrification and phosphorus removal performance.