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Author:

Zhao, Mengyue (Zhao, Mengyue.) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻) | Wang, Bo (Wang, Bo.) (Scholars:王波) | Guo, Yuanyuan (Guo, Yuanyuan.)

Indexed by:

EI PKU CSCD

Abstract:

In this study, a sequencing batch reactor (SBR) was used to treat domestic wastewater, and the optimal aeration rate and time to realize partial nitritation (PN, NH4+-N was partially converted to NO2--N) were obtained through three preliminary tests. A long-term PNSBR was operated more than 110 d (450 cycles) with an optimal aeration rate [7.2-12 L(hL)-1] and time (2-3 h) during aeration. The results showed that the nitrite accumulation rate in the effluent maintained 94%-100%, indicating the stable partial nitrification. The ratios between NO2--N and NH4+-N were in the range of 2-4. Further analysis demonstrated that in the long-term operation of PNSBR, the low dissolved oxygen (DO) by controlling aeration benefited the ammonia oxidizing bacteria (AOB) activity but inhibited the nitrite oxidizing bacteria (NOB) one. On the other hand, the residual nitrite after decanting in a cycle was removed via denitrification (endogenous in this cycle and exogenous in next cycle) by using organics in raw wastewater, through which substrates for NOB were prohibited, and thus stable PN was realized. The process of simultaneous anammox and denitrification (SAD) was widespread, and PNSBR, as a pre-treatment reactor, can provide substrates for SAD, and thus PN was a potential technology in future. © All Right Reserved.

Keyword:

Nitration Wastewater treatment Batch reactors Effluents Nitrogen removal Ammonia Nitrogen oxides Wastewater Dissolved oxygen Water aeration Bacteria Denitrification Degradation Biochemical oxygen demand

Author Community:

  • [ 1 ] [Zhao, Mengyue]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Peng, Yongzhen]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Wang, Bo]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Guo, Yuanyuan]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • 彭永臻

    [peng, yongzhen]engineering research center of beijing, key laboratory of beijing for 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: 2016

Issue: 6

Volume: 67

Page: 2525-2532

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 14

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