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作者:

Fu, K.-M. (Fu, K.-M..) | Cao, X.-S. (Cao, X.-S..) | Meng, X.-Z. (Meng, X.-Z..) | Zhu, Z.-L. (Zhu, Z.-L..) | Qian, D. (Qian, D..)

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摘要:

Characteristics of nitrite accumulation during denitrification process were studied by using methanol as the sole organic carbon in a batch-scale sequencing batch reactor with synthetic wastewater. Under the condition of temperature was 14°C, initial pH value was 7.33 and sludge concentration was 1000 mg·L-1, nitrite accumulated significantly during denitrification process. Nitrite concentration increased gradually with nitrate reduction and reached its maximum value of 22.35 mg·L-1 in 2.5 h when nitrate reduction was almost completed, the amount of accumulated nitrite was equivalent to 43.2% of the amount of initial nitrate. During this period, pH value gradually increased to 7.79 in 2.67 h. Then accumulated nitrite kept decreasing until to zero. When the concentration of nitrate reduced to zero, the increasing rate of pH rise dramatically, formed a breakpoint of pH curve. Therefore, the breakpoint of pH curve can be used as an indicator to show the end of nitrate reductive reaction. The pH value reached its maximum value of 8.35 in 3.5 h and decreased a little afterward. The reason for the accumulation of nitrite is the inhibition of nitrate on nitrite reductive reaction, caused the reductive rate of nitrate was more than that of nitrite.

关键词:

Anaerobic ammonium oxidation(ANAMMOX); Denitrification; Methanol; Nitrite accumulation; Wastewater treatment

作者机构:

  • [ 1 ] [Fu, K.-M.]Key Laboratory of Urban Storm Water System and Water Environment, School of Environment and Energy Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
  • [ 2 ] [Cao, X.-S.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Meng, X.-Z.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Zhu, Z.-L.]School of Municipal and Environmental Engineering, Shandong Jianzhu University, Ji'nan 250101, China
  • [ 5 ] [Qian, D.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Civil Engineering, Beijing University of Technology, Beijing 100124, China

通讯作者信息:

  • [Cao, X.-S.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Civil Engineering, Beijing University of Technology, Beijing 100124, China

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来源 :

Environmental Science

ISSN: 0250-3301

年份: 2011

期: 6

卷: 32

页码: 1660-1664

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