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作者:

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

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摘要:

The nitrogen removal performance of anammox (anaerobic ammonium oxidation) granules in different sizes R1(above 2.5 mm), R2(1.5~2.5 mm), and R3(0.5~1.5 mm) were investigated by serum bottle batch tests under 25. The specific anammox activities of granules R1, R2, R3 were 0.555, 0.423, 0.456kgN/(kgVSS·d), respectively. The value of R1was the highest, while the values of R2 and R3 were similar. The average specific anammox activity, denitrification activity of nitrite, denitrification activity of nitrate, aerobic ammonium oxidation activity and aerobic nitrite oxidation activity were 0.478, 0.028, 0.037, 0.050, 0.033 kgN/(kgVSS·d), respectively. The SEM indicated that some holes lied in the outer part of anammox granule, which redused the adverse effects of particle size on mass transfer efficiency. In the outer part of anammox granule, bacteria were mainly spherical, which may be AOB. In the inner part of the anammox granule, the bacteria were mainly crater-shaped, which should be anammox bacteria. Owing to this structure, the anammox bacterium was able to relieve from the adverse effects of oxygen. ©, 2014, Chinese Society for Environmental Sciences. All right reserved.

关键词:

Wastewater treatment Particle size Bottles Nitrogen removal Mass transfer Granulation Electron transport properties Oxidation Bacteria Denitrification

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 ] [Liu, Chang-Jing]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Zheng, Lin-Xue]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Zhang, Mei-Xue]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhao, Bai-Hang]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Chen, Guang-Hui]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

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: 2014

期: 12

卷: 34

页码: 3078-3085

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