TANG Xiaoxue, MA Bin, XU Zhubing, et al. Precise separation of organic removal and nitrification process and real-time control method of autotrophic nitrogen removal process[J]. CIESC Journal, 2012, (11): 3666-3672.
DOI:
TANG Xiaoxue, MA Bin, XU Zhubing, et al. Precise separation of organic removal and nitrification process and real-time control method of autotrophic nitrogen removal process[J]. CIESC Journal, 2012, (11): 3666-3672.DOI: 10.3969/j.issn.0438-1157.2012.11.042.
Precise separation of organic removal and nitrification process and real-time control method of autotrophic nitrogen removal process
To save energy consumption in domestic wastewater treatment
three-stage autotrophic nitrogen removal process including organics removal SBR
partial nitrification SBR and anammox UASB was proposed.At room temperature of (26±1)℃
short-term effect of aeration rate and MLSS on organic removal process was investigated by seeding activity sludge taken from a pilot-plant reactor of partial nitrification.The results show that both concentrations of NO2--N and NO3--N were lower than 0.1 mg·L-1 at various aeration rates and sludge concentrations before the end of COD biodegradation stage.After that
the wastewater entered a difficult-degradating stage in reactor where COD concentration remained at nearly constant level and NO2--N and NO3--N concentrations accumulated rapidly and nitrifying-bacteria activity increased.Obviously
nitrification did not occur during the process removing organics under different aeration conditions.Therefore
under various conditions of aeration and sludge concentration the first organics was removed and then partial nitrification to remove NO3--N.However
for three-stage autotrophic nitrogen removal process
NO4+-N concentration could decrease from 11.6 mg·L-1 to 3.4 mg·L-1(TN loss)during organics removal process under aeration values of 100 L·h-1
60 L·h-1and 20 L·h-1.The peak point of pH profile and the inflexion of DO curve stayed the same with the end of removing organics throughout
and so they could be used as real-time control signals to indicate the end of organic removal process.
Partial nitrification coupled anaerobic ammonia oxidation process to treat low C/N domestic sewage
Implementation of integrated autotrophic nitrogen removal system at normal temperature by returned sludge
Structure, morphology and function of Anammox granular sludge
Start-up and characterization of nitrogen and COD removal from mature landfill leachate via CANON process
Treatment of cracking catalyst wastewater with electrocoagulation-partial nitritation-Anammox process
Related Author
LIU Xiuhong
ZHOU Xueyang
FENG Hongli
LI Jianmin
YANG Yubing
YANG Qing
PENG Yongzhen
YANG Qing
Related Institution
National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology
Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University and Technology
School of Environment and Natural Resources, Renmin University of China
Department of Environmental Engineering, Zhejiang University
Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology