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作者:

Su, Dongxia (Su, Dongxia.) | Li, Dong (Li, Dong.) (学者:李冬) | Zhang, Xiaojing (Zhang, Xiaojing.) | Zhang, Gongliang (Zhang, Gongliang.) | Zhou, Yuanzheng (Zhou, Yuanzheng.) | Fan, Dan (Fan, Dan.) | Zhang, Jie (Zhang, Jie.) (学者:张杰)

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摘要:

The shortcut nitrification for different initial DO mass concentrations(0.5-1.0, 1.5-2.0, 2.5-3.0 and 3.5-4.0 mg/L) was studied with the intermittent aeration SBR (No. 1) and the continuous aeration SBR (No. 2) treating domestic wastewater at normal temperature of 20-25°C. The results show that there are no fundamental real distinctions in COD removal efficiency between No. 1 and No. 2. Also, when the two reactors run for 50 d, the ammonia nitrogen removal volume loading of No. 1 is more than No. 2. The nitrosation rate of 1# is still above 90% during four DO periods, while the nitrosation rate of No. 2 decrease from 90% to 72.9% gradually after the DO mass concentration is increased to 3.5-4.0 mg/L and then it takes 15 d to make the nitrosation rate of No. 2 back to 90% by the use of intermittent aeration. The relative quantity of ammonia oxidizing bacteria is more and the relative quantity of nitrite oxidizing bacteria is less in the intermittent aeration reactor. Therefore, the intermittent aeration which has higher ammonia oxidation rate, then itrosation rate and energy saving, is an effective means to maintain efficient and stable shortcut nitrification of domestic wastewater and at normal temperature for long-term operation of SBR.

关键词:

Ammonia Bacteria Batch reactors Chemical oxygen demand Energy conservation Nitrification Nitrogen removal Wastewater treatment Water aeration

作者机构:

  • [ 1 ] [Su, Dongxia]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Li, Dong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Zhang, Xiaojing]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China
  • [ 4 ] [Zhang, Gongliang]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Zhou, Yuanzheng]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Fan, Dan]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

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来源 :

Journal of Central South University (Science and Technology)

ISSN: 1672-7207

年份: 2014

期: 6

卷: 45

页码: 2120-2129

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