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作者:

Peng, Yongzhen (Peng, Yongzhen.) (学者:彭永臻) | Song, Yanjie (Song, Yanjie.) | Liu, Mu (Liu, Mu.) | Liu, Tiantian (Liu, Tiantian.)

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摘要:

Stable short-cut nitrification was achieved through the selective inhibition of free ammonia (FA), free nitrous acid (FNA) on the nitrifying bacteria and a real-time control strategy which used pH, DO and ORP as parameters in an SBR reactor. The effects of C/N ratio and initial pH value on the short-cut biological nitrogen removal were studied. It is found that: when influent NH4+-N concentration was 108~177.3 mg/L, the nitrite accumulation rate was around 90%. The reasons for the favorable nitrite accumulation rate were both the inhibition of FA and FNA on the NOB and the real-time control strategy through detecting the 'ammonia valley' and 'nitrite knee' two feature points in pH and ORP profiles, respectively. The optimal C/N ratio was 3 when acetate was used as the carbon source. When the denitrification rate with respect to the concentration of mixed liquor suspended solids was 19.8 mg·g-1·h-1 NOx--N, NH4+-N, NO2--N, NO3--N, TN of the effluent were less than 6, 2, 1 and 30 mg/L, respectively. When initial pH value was 8.5, the denitrification rate was maximum. However the differences of denitrification rate were small when pH was in the range of 7.5~8.5.

关键词:

Ammonia Bacteria Denitrification Leachate treatment Nitration Nitrification Nitrogen oxides Nitrogen removal pH Real time control

作者机构:

  • [ 1 ] [Peng, Yongzhen]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Song, Yanjie]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Liu, Mu]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Liu, Tiantian]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China

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来源 :

Journal of Civil, Architectural and Environmental Engineering

ISSN: 1674-4764

年份: 2012

期: 6

卷: 34

页码: 126-132

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SCOPUS被引频次: 1

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