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作者:

Ma, F.-G. (Ma, F.-G..) | Zhang, S.-J. (Zhang, S.-J..) | Cao, X.-S. (Cao, X.-S..) | Gan, Y.-P. (Gan, Y.-P..) | Meng, X.-Z. (Meng, X.-Z..) | Wang, H.-C. (Wang, H.-C..) | Peng, Y.-Z. (Peng, Y.-Z..) (学者:彭永臻)

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摘要:

An experimental system consists of an anoxic biological filter, an aerobic suspended carrier biofilm reactor and an anaerobic ammonium oxidation (ANAMMOX) reactor. Autotrophic nitrogen removal from sludge liquor with high concentrations of ammonia and low C/N ratio was investigated in the system. Under normal temperature (15~29°C) and high DO (6~9mg/L), the effluent ratio of nitrite to ammonium of the nitritation reactor could be adjusted to meet influent substrate demand of the ANAMMOX reactor by controlling influent ammonia loading rate (ALR), alkalinity/ammonium ratio, and hydraulic retention time (HRT). When influent ALR and alkalinity/ammonium ratio were 1.16kg/(m3·d) and 5.1, effluent ratio of nitrite to ammonium of the nitritation reactor was about 1.2 with more than 90% of nitrite accumulation efficiency and total nitrogen removal efficiency of the ANAMMOX reactor was about 83.8%.

关键词:

Anaerobic ammonium oxidation (ANAMMOX); High concentrations ammonia; Low C/N ratio; Partial nitritation; Sludge liquor

作者机构:

  • [ 1 ] [Ma, F.-G.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Zhang, S.-J.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Zhang, S.-J.]Beijing Drainage Group Company Limited, Beijing 100038, China
  • [ 4 ] [Cao, X.-S.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 5 ] [Gan, Y.-P.]Beijing Drainage Group Company Limited, Beijing 100038, China
  • [ 6 ] [Meng, X.-Z.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 7 ] [Wang, H.-C.]Beijing Drainage Group Company Limited, Beijing 100038, China
  • [ 8 ] [Peng, Y.-Z.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100022, China

通讯作者信息:

  • [Ma, F.-G.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100022, China

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来源 :

China Environmental Science

ISSN: 1000-6923

年份: 2009

期: 2

卷: 29

页码: 219-224

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