ZHANG Weitang, XUE Xiaofei, PANG Hongtao, et al. Effect of C/N on performance of AAO-BAF process[J]. CIESC Journal, 2015, (5): 1925-1930.
DOI:
ZHANG Weitang, XUE Xiaofei, PANG Hongtao, et al. Effect of C/N on performance of AAO-BAF process[J]. CIESC Journal, 2015, (5): 1925-1930.DOI: 10.11949/j.issn.0438-1157.20141719.
Combining anaerobic-anoxic-oxic reactor with an external nitrification biological aerated filter
the AAO-BAF process was used to treat domestic wastewater. Adjusting the influent COD concentration from 211 to 675 mg·L-1
the effect of carbon-nitrogen ratio (C/N) on the performance of the AAO-BAF process was investigated. A low or high influent organic concentration had significant effect on the nutrients removal efficiency due to the deficient phosphorus release or nitrate competition in the anoxic zones of the AAO reactor between DPAOs and ordinary heterotrophic organisms. When C/N was between 4 and 7
the average removal efficiencies of COD
TN and PO43- could reach more than 86%
78% and 90% respectively. Large quantity of residual volatile fatty acid (VFA)would be transferred into the anoxic zones when C/N was very high (such as 9.5)
which would cause rapid consumption of NO3- by ordinary heterotrophic organisms rather than denitrifying phosphorus accumulating organisms (DPAOs).
Enhanced endogenous denitrifying phosphorus removal in AOAO-SNEDPR system
Effect of additional carbon sources on nitrogen and phosphorus removal characteristics in A2/O-BCO process
Effect of nitrification duration distribution ratio in N-SBR unit on performance of A2N2 system operation
Startup and stability of A2N2 double sludge system denitrifying phosphorus removal process
Shortcut nitrification-denitrification and population dynamics of nitrifying bacteria in MUCT process treating domestic wastewater
Related Author
LI Yuming
GUAN Dianyong
REN Kerui
GUO Haiyan
JIA Yifan
WANG Shuying
PENG Yongzhen
ZHANG Jianhua
Related Institution
Dalian Lida Environmental Engineering Co., Ltd.
School of Traffic and Transportation Engineering, Dalian Jiaotong University
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
National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing, Beijing University of Technology
Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing, Beijing University of Technology