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Author:

Li, Yongbo (Li, Yongbo.) | Wang, Shuying (Wang, Shuying.) (Scholars:王淑莹) | Yuan, Quan (Yuan, Quan.) | Zhang, Liangchang (Zhang, Liangchang.) | Zhang, Yukun (Zhang, Yukun.) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻)

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EI Scopus PKU CSCD

Abstract:

In order to improve removal efficiency of nitrogen, to enhance nitrogen removal process for low C/N ratio wastewater, and to accomplish denitrification, primary sludge was used as carbon source and NOx--N was added into primary fermentation system(PF)in this study. By investigating the variation of VFAs(volatile fatty acids)accumulation, NOx--N removal amount and VSS(volatile suspended solids)reduction, the fermentation and denitrification capacity of 4 different electron acceptor systems were contrasted. The results showed that VFAs had little accumulated for sole NO3--N and combined of NO2--N and NO3--N systems, while for sole NO2--N and anaerobic systems VFAs showed great accumulation, indicating that the use of carbon source was better for NO3--N and combined system. The total amount of removing electron acceptor for sole NO3--N, combined NO2--N and NO3--N and sole NO2--N systems were 1692 mg·L-1, 1330 mg·L-1, 1223 mg·L-1, respectively. Clearly sole NO3--N system had the best denitrification ability. Additionally, all these electron acceptor systems, with more than 60% VSS reduction, showed a great sludge reduction capacity, especially for NO3--N system, which reached about 67.9%, even though little decreased compared to the anaerobic system. In summary, for primary fermentation and denitrification system, using NO3--N as electron acceptor can achieve the best nitrogen removal efficiency and sludge reduction performance. © All Rights Reserved.

Keyword:

Carbon Fermentation Electrons Efficiency Nitrogen removal Nitrogen oxides Volatile fatty acids Denitrification

Author Community:

  • [ 1 ] [Li, Yongbo]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Wang, Shuying]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Yuan, Quan]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Zhang, Liangchang]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Zhang, Yukun]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Peng, Yongzhen]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

CIESC Journal

ISSN: 0438-1157

Year: 2013

Issue: 4

Volume: 64

Page: 1431-1437

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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