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Author:

Bian, Wei (Bian, Wei.) | Li, Jun (Li, Jun.) (Scholars:李军) | Zhao, Bai-Hang (Zhao, Bai-Hang.) | Kan, Rui-Zhe (Kan, Rui-Zhe.) | Zhang, Yan-Zhuo (Zhang, Yan-Zhuo.) | Zhang, Shu-Yan (Zhang, Shu-Yan.) | Wang, Wen-Xiao (Wang, Wen-Xiao.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

The effect of AOB/NOB in nitrifying sludge on nitrification characteristics was deeply investigated in this study. Firstly, activated sludge only with AOB and NOB was successfully cultivated in two same SBRs through 80 cycles, respectively. The main substrate in their inflow was single, during cultivation influencing factors were controlled and sludge was discharged at regular intervals. Secondly, the ratio of abundance between AOB sludge and NOB sludge was determined through experiment which was about 1:1. Finally, experiment results about nitrification characteristics showed that nitrosation rate, ammonia oxidation rate, nitrite oxidation rate and oxygen uptake rate were influenced by A/N in nitrifying sludge. A/N should be close to 1:0 for steady operation of partial nitrification; there was no obvious positive relationship between ammonia oxidation rate and proportion of AOB in nitrifying bacteria; A/N in conventional nitrification sludge for municipal sewage treatment should not less than 1:2; combined with online monitoring for oxygen uptake rate, when it became stable, the startup of partial nitrification could be considered as nearly achieved. © 2016, Editorial Board of China Environmental Science. All right reserved.

Keyword:

Ammonia Bacteria Oxidation Nitrification Oxygen Sewage treatment

Author Community:

  • [ 1 ] [Bian, Wei]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Li, Jun]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Zhao, Bai-Hang]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Kan, Rui-Zhe]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhang, Yan-Zhuo]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Zhang, Shu-Yan]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Wang, Wen-Xiao]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • 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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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2016

Issue: 8

Volume: 36

Page: 2395-2401

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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