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Author:

Li, Dong (Li, Dong.) (Scholars:李冬) | Li, Xiao-Ying (Li, Xiao-Ying.) | Yang, Jie (Yang, Jie.) | Luo, Ya-Hong (Luo, Ya-Hong.) | Zhou, Yuan-Zheng (Zhou, Yuan-Zheng.) | Zeng, Hui-Ping (Zeng, Hui-Ping.) | Zhang, Jie (Zhang, Jie.) (Scholars:张杰)

Indexed by:

EI Scopus PKU CSCD CSSCI

Abstract:

In a post-anoxic sequencing batch reactor(SBR) system treating domestic wastewater, the realization of nitritation and denitrifying phosphorus removal by nitrite pathway and its removal efficiency was investigated. The results indicated that nitritation and denitrifying phosphorus removal in low concentration of ammonia water at room temperature was established by the strategy of sludge discharge in condition of limited oxygen. The effluent of COD, TP, NH4+-N, TN was 17.47mg/L, 0.462mg/L, 0mg/L and 8.35mg/L, respectively. According to batch experiments, the ratio of denitrifying phosphorus accumulating organisms which took nitrite as electron acceptor in total poly-phosphate accumulating organisms could reached 70%. Studies had found that 140mins anoxic reaction time could have negative effects on phosphorus removal, and anoxic reaction time should be controlled in the completion of the nitrite consumption. Aeration mode affected the removal of nitrogen. With total oxygen changeless, adopted the strategy of high to low strength aeration(1.2~0.2L/min), nitrogen removal efficiency could be improved. © 2017, Editorial Board of China Environmental Science. All right reserved.

Keyword:

Ammonia Efficiency Denitrification Phosphorus Ammonium hydroxide Effluents Wastewater treatment Nitrogen removal Oxygen Batch reactors

Author Community:

  • [ 1 ] [Li, Dong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Li, Xiao-Ying]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Yang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Luo, Ya-Hong]Key Laboratory for Yellow River and Huai River Water Environmental and Pollution Control, College of the Environment, Henan Normal University, Xinxiang; 453007, China
  • [ 5 ] [Zhou, Yuan-Zheng]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Zeng, Hui-Ping]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Zhang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 8 ] [Zhang, Jie]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin; 150090, China

Reprint Author's Address:

  • 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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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2017

Issue: 8

Volume: 37

Page: 2994-3001

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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