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作者:

Lu, Congcong (Lu, Congcong.) | Wang, Shuying (Wang, Shuying.) (学者:王淑莹) | Ge, Shijian (Ge, Shijian.) | Zhang, Qiong (Zhang, Qiong.) | Yang, Jinhui (Yang, Jinhui.) | Peng, Yongzhen (Peng, Yongzhen.) (学者:彭永臻)

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摘要:

In the pre-denitrification of anoxic-aerobic reaction process, nitrite accumulation and sludge performance at different phenol concentrations were investigated. The results showed that there were two obvious nitrite accumulations finally stabilized at 70%±5% when phenol varied from 0 to 90 mg·L-1. At low phenol concentration (0 to 30 mg·L-1), nitrite accumulation and recovery were caused by microbial structure varieties and secreting extracellular polymer. At high phenol concentration (60-90 mg·L-1), nitrite accumulation was caused by microbial population changes of ammonia-oxidizing bacteria and nitrite-oxidizing bacteria was caused by phenol inhibition. Ammonia oxidation rates and nitrogen oxide production rates varied from 10.85 mg N·(g MLSS)-1·h-1 and 10.12 mg N·(g MLSS)-1·h-1 to 2.79 mg N·(g MLSS)-1·h-1 and 2.32 mg N·(g MLSS)-1·h-1, respectively. Nitrite accumulation rate had a negative correlation with nitrogen oxide production rate, whereas a positive correlation to phenol concentration. Fluorescence in situ hybridization showed that nitrifying bacteria communities changed due to phenol inhibition, with AOB relative quantity increasing from 2.80% to 9.30%. As carbon source, phenol caused sludge concentration increase from 2500 mg·L-1 up to 5870 mg·L-1. When total extracellular polymeric substances declined from 67.20 mg·(g VSS)-1 to 32.10 mg·(g VSS)-1, sludge volume index (SVI) accordingly changed from 165 ml·g-1 to 50 ml·g-1. Nitrite accumulation, filamentous bacteria and extracellular polymer contributed to SVI changes in the activated sludge system, and nitrite accumulation was the main reason followed by filamentous bacteria. © All Rights Reserved.

关键词:

Activated sludge process Ammonia Bacteria Fluorescence microscopy Nitration Nitrification Nitrogen oxides Nitrogen removal Phenols Polymers

作者机构:

  • [ 1 ] [Lu, Congcong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing for Wastewater Treatment, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Wang, Shuying]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing for Wastewater Treatment, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Ge, Shijian]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing for Wastewater Treatment, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Zhang, Qiong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing for Wastewater Treatment, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Yang, Jinhui]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing for Wastewater Treatment, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Peng, Yongzhen]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing for Wastewater Treatment, Beijing University of Technology, Beijing 100124, China

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来源 :

CIESC Journal

ISSN: 0438-1157

年份: 2013

期: 7

卷: 64

页码: 2641-2649

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 3

ESI高被引论文在榜: 0 展开所有

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