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Author:

Fu, Kun-Ming (Fu, Kun-Ming.) | Zhang, Jie (Zhang, Jie.) | Cao, Xiang-Sheng (Cao, Xiang-Sheng.) | Li, Dong (Li, Dong.) (Scholars:李冬) | Meng, Xue-Zheng (Meng, Xue-Zheng.) | Zhu, Zhao-Liang (Zhu, Zhao-Liang.) | Wang, Jun-An (Wang, Jun-An.)

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Abstract:

To increase the TN (total inorganic nitrogen) removal efficiency, a CANON (completely autotrophic nitrogen-removal over nitrite) reactor, which started directly under aerobic conditions in the laboratory was used. The temperature was controlled at 35°C±1°C, aeration rate was 31.2 m3/(m3·h), dissolved oxygen was about 1.5-2.0 mg/L, hydraulic retention time was 3.7 h respectively. Tests of ammonium and nitrite concentration on performance of CANON reactor were conducted. It is found that when the aeration rate is kept stable, it is not suitable to obtain high TN removal rate when the ammonium concentration is too high or too low. When the ammonium concentration is about 310-360 mg/L, a TN removal rate of more than 75% is gained under the above-mentioned conditions. Increasing the concentration of ammonium and nitrite in the reactor is beneficial to improve the TN removal load until both concentrations of ammonium and nitrite is more than 50 mg/L. When the CANON reactor is used to treat ammonium-rich wastewater without any organic carbon, the TN concentration in effluent is still high, and a further step is necessary to meet discharge standards.

Keyword:

Effluents Organic carbon Dissolved oxygen Wastewater treatment Nitrogen removal

Author Community:

  • [ 1 ] [Fu, Kun-Ming]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Fu, Kun-Ming]Key Laboratory of Urban Stormwater System and Water Environment, School of Environment and Energy Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
  • [ 3 ] [Zhang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Cao, Xiang-Sheng]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Li, Dong]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Meng, Xue-Zheng]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 7 ] [Zhu, Zhao-Liang]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 8 ] [Wang, Jun-An]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2011

Issue: 7

Volume: 37

Page: 1038-1044

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: 2

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