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作者:

Li, Dong (Li, Dong.) (学者:李冬) | Wang, Yanju (Wang, Yanju.) | Lü, Yufeng (Lü, Yufeng.) | Yang, Hang (Yang, Hang.) | Cheng, Shuo (Cheng, Shuo.) | Lü, Saisai (Lü, Saisai.) | Cao, Ruihua (Cao, Ruihua.) | Zhang, Jie (Zhang, Jie.) (学者:张杰)

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摘要:

The effect of organic carbon source on the granulation of anaerobic ammonium oxidation (Anammox) sludge was tested in two parallel SBRs by gradually increasing the concentration of organic carbon source (R1) and by adding no organic carbon (R2). Results showed that appropriate concentration of organic carbon source ( 230 mg/L) disintegrated sludge, reduced particle size, and worsened sludge settling performance significantly. Organic carbon source with a concentration lower than 110 mg/L promoted the anaerobic ammonia oxidation by denitrification, thereby improving N-removal efficiency. In contrast, when the concentration of organic carbon source was higher than 110 mg/L, anaerobic ammonia oxidation was inhibited and N-removal efficiency was decreased. Therefore, the concentration of organic carbon source should be equal to or lower than 110 mg/L during the operation of Anammox reactor. © 2018, Editorial Board of Journal of Harbin Institute of Technology. All right reserved.

关键词:

Ammonia Efficiency Granular materials Granulation Nitrogen removal Organic carbon Oxidation Particle size Wastewater treatment

作者机构:

  • [ 1 ] [Li, Dong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering(Beijing University of Technology), Beijing; 100124, China
  • [ 2 ] [Wang, Yanju]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering(Beijing University of Technology), Beijing; 100124, China
  • [ 3 ] [Lü, Yufeng]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering(Beijing University of Technology), Beijing; 100124, China
  • [ 4 ] [Yang, Hang]State Key Laboratory of Urban Water Resource and Environment (Harbin Institute of Technology), Harbin; 150090, China
  • [ 5 ] [Cheng, Shuo]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering(Beijing University of Technology), Beijing; 100124, China
  • [ 6 ] [Lü, Saisai]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering(Beijing University of Technology), Beijing; 100124, China
  • [ 7 ] [Cao, Ruihua]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering(Beijing University of Technology), Beijing; 100124, China
  • [ 8 ] [Zhang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering(Beijing University of Technology), Beijing; 100124, China
  • [ 9 ] [Zhang, Jie]State Key Laboratory of Urban Water Resource and Environment (Harbin Institute of Technology), Harbin; 150090, China

通讯作者信息:

  • 李冬

    [li, dong]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 :

Journal of Harbin Institute of Technology

ISSN: 0367-6234

年份: 2018

期: 9

卷: 50

页码: 116-122

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 4

ESI高被引论文在榜: 0 展开所有

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