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Author:

Zhang, Yanzhuo (Zhang, Yanzhuo.) | Li, Jun (Li, Jun.) | Chen, Guanghui (Chen, Guanghui.) | Bian, Wei (Bian, Wei.) | Li, Yun (Li, Yun.) | Wang, Changwen (Wang, Changwen.)

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EI Scopus PKU CSCD CSSCI

Abstract:

The effects of four factors, including NaCl concentration, aeration time, chemical oxygen demand (CODCr) and influent NH4+-N concentration, on partial nitrification and denitrification by aerobic granular sludge (AGS) were investigated using a sequencing batch reactor (SBR). The results showed that when the five factors were 20 g/L, 8 h, 600 mg/L and 70 mg/L, respectively, the nitrite accumulation rate (NAR) and the NH4+-N removal rate achieved their highest points under the conditions of pH, temperature and dissolved oxygen (DO) concentration being 8.0, 30 and 3 mg/L, respectively. When influent NaCl concentration was 10 g/L, nitrite oxidizing bacteria (NOB) was completely suppressed, but ammonia oxidizing bacteria (AOB) maintained normal activity. The high CODCr concentration improved NAR. NaCl threshold of partial nitrification and denitrification by AGS was up to 50 g/L, while the NH4+-N removal rate was less than 50% at this point. This indicates that AOB was severely inhibited, and AGS lost the capability of partial nitrification. AGS had obvious simultaneous nitrification and denitrification (SND). The average SND rate and specific SND rate were 24.2% and 0.63 h-1 respectively. More obvious SND effects were favored by low DO than high DO. ©, 2015, Editorial department of Molecular Catalysis. All right reserved.

Keyword:

Nitration Batch reactors Sewage treatment Bacteria Ammonia Granular materials Dissolved oxygen Nitrogen Oxygen Chemical oxygen demand Denitrification Nitrification

Author Community:

  • [ 1 ] [Zhang, Yanzhuo]Key Laboratory of Beijing for Water Quality Science & Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 2 ] [Li, Jun]Key Laboratory of Beijing for Water Quality Science & Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 3 ] [Chen, Guanghui]Key Laboratory of Beijing for Water Quality Science & Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 4 ] [Bian, Wei]Key Laboratory of Beijing for Water Quality Science & Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 5 ] [Li, Yun]Key Laboratory of Beijing for Water Quality Science & Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 6 ] [Wang, Changwen]Key Laboratory of Beijing for Water Quality Science & Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China

Reprint Author's Address:

  • [li, jun]key laboratory of beijing for water quality science & water environment recovery engineering, college of architecture and civil engineering, beijing university of technology, beijing, china

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Source :

Research of Environmental Sciences

ISSN: 1001-6929

Year: 2015

Issue: 5

Volume: 28

Page: 823-830

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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