WANG Meixiang, ZHAO Weihua, HUANG Yu, et al. Effect of nitrification duration distribution ratio in N-SBR unit on performance of A2N2 system operation[J]. CIESC Journal, 2016, (12): 5259-5267. DOI: 10.11949/j.issn.0438-1157.20160861.
DOI:
WANG Meixiang, ZHAO Weihua, HUANG Yu, et al. Effect of nitrification duration distribution ratio in N-SBR unit on performance of A2N2 system operation[J]. CIESC Journal, 2016, (12): 5259-5267. DOI: 10.11949/j.issn.0438-1157.20160861.DOI:
Effect of nitrification duration distribution ratio in N-SBR unit on performance of A2N2 system operation
A novel A2N2 system was developed to deal with low C/N domestic wastewater. The operating performance under different nitrification duration distribution ratio in N-SBR unit was investigated. The experiment was conducted as follows: under the condition of A2/O-SBR unit anaerobic was set as 1.5 h
anoxic 2 h
aerobic 0.5 h and the aeration flow rate of A2/O-SBR and N-SBR units was 100 and 120 L·h-1
respectively
and then the nitrification time distribution ratios were set as 5:1
4:1
3.5:1
3:1
7:1 and 8:1 to determine the optimal operation parameter. The results indicated that the efficient utilization of carbon sources was achieved in the A2/O-SBR unit
while the nitrification duration distribution ratio had little impact on the removal of organic substances. In order to ensure a better nitrification and denitrification and phosphorus removal performance
the first nitrification duration time must be≥3.5 h. Under the condition of total nitrification time was unchanged
an appropriate increase in the first nitrification time would greatly improve the system TN removal. An appropriate increase in the secondary nitrification time can reduce the effluent NH4+-N concentration to meet the first A discharge standard in China(GB 18918-2002). When nitrification time allocation ratio was 4:1
the system achieved the optimal nitrogen and phosphorus removal performance with average effluent concentrations of TN and PO43--P of 11.5 and 0 mg·L-1
respectively
and the corresponding average removal efficiency was 75% and 100%
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Related Author
WANG Meixiang
ZHAO Weihua
WANG Shuying
ZHANG Yong
PENG Yongzhen
PAN Cong
HUANG Yu
SUN Yawen
Related Institution
Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing, Beijing University of Technology
National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology
School of Environment, Henan Key Laboratory for Environmental Pollution Control, Key Laboratory for Yellow River and Huai River Water Environmental and Pollution Control, Ministry of Education, Henan Normal University
Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology
State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology