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作者:

Wang, Fan (Wang, Fan.) | Li, Jun (Li, Jun.) | Ai, Sheng-Shu (Ai, Sheng-Shu.) | Zhu, Sui-Yi (Zhu, Sui-Yi.) | Nie, Ze-Bing (Nie, Ze-Bing.) | Yan, Yi-Ming (Yan, Yi-Ming.) | Bian, Dei-Jun (Bian, Dei-Jun.)

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EI CSCD

摘要:

The three-stage AO coupled biofilm reactor was used to treat low-temperature wastewater. At the temperature was (10±1), the hydraulic retention time(HRT) was controlled to 8h, the inlet flow distribution ratio was 3: 2: 1, and the sludge reflux ratio was 50%, then the low-temperature sewage removal effect of the coupled process, the change rule of pollutants in the reactor, the removal rule of nitrogen at each stage, and the system's nitrification and denitrification performance were studied. The removal efficiency of COD and NH4+-N in the coupled process were exceeded 90%, and the removal efficiency of TN and TP reaches 80%. Moreover, the concentration of biofilm in the reactor ranged from 400 to 800mg/L, the removal rate of NH4+-N at all stage of the system were exceeded 80%. The denitrification rate and the rate of aerobic simultaneous nitrification were 50.15% and 26.05%, respectively. Affected by the substrate concentration and the number of functional bacteria, the reactor's second-stage specific nitrification rate and specific denitrification rate were the highest. © 2020, Editorial Board of China Environmental Science. All right reserved.

关键词:

Biofilms Denitrification Efficiency Nitrification Nitrogen removal Sewage Temperature Wastewater treatment

作者机构:

  • [ 1 ] [Wang, Fan]Jilin Key Laboratory of Urban Sewage Treatment, Changchun Institute of Technology, Changchun; 130012, China
  • [ 2 ] [Li, Jun]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Ai, Sheng-Shu]Jilin Key Laboratory of Urban Sewage Treatment, Changchun Institute of Technology, Changchun; 130012, China
  • [ 4 ] [Zhu, Sui-Yi]Jilin Key Laboratory of Urban Sewage Treatment, Changchun Institute of Technology, Changchun; 130012, China
  • [ 5 ] [Zhu, Sui-Yi]Science and Technology Innovation Center for Municipal Wastewater Treatment and Water Quality Protection, Northeast Normal University, Changchun; 130117, China
  • [ 6 ] [Nie, Ze-Bing]Jilin Key Laboratory of Urban Sewage Treatment, Changchun Institute of Technology, Changchun; 130012, China
  • [ 7 ] [Nie, Ze-Bing]Science and Technology Innovation Center for Municipal Wastewater Treatment and Water Quality Protection, Northeast Normal University, Changchun; 130117, China
  • [ 8 ] [Yan, Yi-Ming]Jilin Key Laboratory of Urban Sewage Treatment, Changchun Institute of Technology, Changchun; 130012, China
  • [ 9 ] [Bian, Dei-Jun]Jilin Key Laboratory of Urban Sewage Treatment, Changchun Institute of Technology, Changchun; 130012, China
  • [ 10 ] [Bian, Dei-Jun]Science and Technology Innovation Center for Municipal Wastewater Treatment and Water Quality Protection, Northeast Normal University, Changchun; 130117, China

通讯作者信息:

  • [bian, dei-jun]jilin key laboratory of urban sewage treatment, changchun institute of technology, changchun; 130012, china;;[bian, dei-jun]science and technology innovation center for municipal wastewater treatment and water quality protection, northeast normal university, changchun; 130117, china

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来源 :

China Environmental Science

ISSN: 1000-6923

年份: 2020

期: 3

卷: 40

页码: 1059-1067

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