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Author:

Ge, Shi-Jian (Ge, Shi-Jian.) | Wang, Shu-Ying (Wang, Shu-Ying.) (Scholars:王淑莹) | Yang, An-Ming (Yang, An-Ming.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (Scholars:彭永臻) | Gan, Yi-Pin (Gan, Yi-Pin.) | Cao, Xu (Cao, Xu.)

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EI Scopus CSCD

Abstract:

To realize the purpose of enhanced nitrogen removal (TN -1) in step feed process treating urban wastewater, by using SBR reactor, the nitrite accumulation, variation of pH and ORP as well as dynamic properties during denitrification with methanol and glucose as the sole carbon sources are investigated in details. The results show that for both carbon sources, serious nitrite accumulations are observed during denitrification under different ratios of nitrogen and carbon (C/N). With identical C/N, when glucose is used as carbon source there is more maximum NO2--N accumulation concentration. However, NO3--N reduction rate is faster than NO2--N reduction rate for both carbon sources. Furthermore, with the increase of C/N, the maximum NO2--N concentration increases and the time in which the NO2--N achieves the highest concentration is accordingly shortened. For glucose, however, under high C/N ratio (C/N = 29.3) both the denitrification rate and NO2--N accumulation concentration decrease. Besides, the changes of pH and ORP reflect the variation of NO2--N accumulation concentration well because pH and ORP have the significant relationship with NO2--N concentration. The second inflexion on curves indicates the real end of denitrification process.

Keyword:

Nitration Wastewater treatment Carbon Methanol Nitrogen removal Nitrogen oxides Glucose Denitrification

Author Community:

  • [ 1 ] [Ge, Shi-Jian]Key Lab. of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Wang, Shu-Ying]Key Lab. of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Yang, An-Ming]Key Lab. of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Yang, An-Ming]Beijing Drainage Group Company Limited, Beijing 100038, China
  • [ 5 ] [Peng, Yong-Zhen]Key Lab. of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Gan, Yi-Pin]Beijing Drainage Group Company Limited, Beijing 100038, China
  • [ 7 ] [Cao, Xu]Key Lab. of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Civil, Architectural and Environmental Engineering

ISSN: 1674-4764

Year: 2011

Issue: 1

Volume: 33

Page: 140-146

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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