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作者:

Zheng, Zhao-Ming (Zheng, Zhao-Ming.) | Li, Ze-Bing (Li, Ze-Bing.) | Liu, Chang-Jing (Liu, Chang-Jing.) | Chen, Guang-Hui (Chen, Guang-Hui.) | Zheng, Lin-Xue (Zheng, Lin-Xue.) | Ma, Jing (Ma, Jing.) | Li, Jun (Li, Jun.) (学者:李军) | Zhao, Bai-Hang (Zhao, Bai-Hang.)

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摘要:

The SNAD (simultaneous partial nitrification, anaerobic ammonium oxidization and denitrification) process was successfully developed in a SBR to treat domestic wastewater. In the beginning, some anammox (anaerobic ammonium oxidation) granules were inoculated into the SBR to develop partial nitrification granules under high DO (500 L/h). Afterwards, some anammox granules were added again to develop SNAD granules under low DO (40 L/h). During the stable partial nitrification stage, the average ammonium removal rate was above 94% while the average nitrite accumulation rate was more than 95%. In the stable SNAD stage, 85% average total nitrogen removal rate was achieved. To the partial nitrification granules, batch tests indicated that the specific aerobic ammonium oxidation activity and nitrite oxidation activity were 0.234 and 0 kgN/(kgVSS·d), respectively. To the SNAD granules, batch tests indicated that the specific anammox activity, denitrification activity over nitrite, aerobic ammonium oxidation activity and nitrite oxidation activity were 0.158, 0.104, 0.281, 0 kg/(kgVSS·d), respectively. The denitrification activity over nitrate was 0.061 kg/(kgVSS·d) during 0~120 min while the value was 0.104 kg/ (kgVSS·d) during 120~360 min. The SEM observations indicated that the bacteria in the outer part of the SNAD granule were mainly short rod-shaped and spherical, which may be AOB and denitrification bacteria. In the inner part of the SNAD granule, the bacteria were mainly crater-shaped, which should be anammox bacteria. ©, 2015, Zhongguo Huanjing Kexue/China Environmental Science. All right reserved.

关键词:

Denitrification Nitration Bacteria Granulation Oxidation Wastewater treatment Nitrification Nitrogen removal

作者机构:

  • [ 1 ] [Zheng, Zhao-Ming]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Li, Ze-Bing]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Liu, Chang-Jing]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Chen, Guang-Hui]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zheng, Lin-Xue]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Ma, Jing]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Li, Jun]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 8 ] [Zhao, Bai-Hang]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • 李军

    [li, jun]key laboratory of beijing for water quality science and water environment recovery engineering, beijing university of technology, beijing; 100124, china

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来源 :

China Environmental Science

ISSN: 1000-6923

年份: 2015

期: 4

卷: 35

页码: 1072-1081

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