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Author:

Zhang, M. (Zhang, M..) | Peng, Y.-Z. (Peng, Y.-Z..) (Scholars:彭永臻) | Zhang, J.-H. (Zhang, J.-H..) | Wang, C. (Wang, C..) | Wang, S.-Y. (Wang, S.-Y..) (Scholars:王淑莹) | Zeng, W. (Zeng, W..) (Scholars:曾薇)

Indexed by:

Scopus PKU CSCD

Abstract:

A two-sludge system combined anaerobic/anoxic/oxic with biological contact oxidation process (A2/O-BCO) was used to treat domestic wastewater. By adding sodium acetate to adjust influent carbon/nitrogen ratio (C/N=2.44~8.85), the denitrifying phosphorus removal characteristics of the system were investigated. The results showed that nitrification performance (anoxic denitrifying loading) and poly-β-hydroxyalkanoates (PHA) storage and utilization were mainly influenced by organic matter, which further effected the nitrogen and phosphorus removals. When the influent C/N ratio was 4~5, COD, TN and PO43--P removals reached to 88%, 80% and 96% respectively, which achieved high-efficiency removal of organic matter, nitrogen and phosphorus simultaneously. The material balance analysis of carbon revealed that COD removal in the A2/O reactor was 71.86%~77.28% of the total COD removal, and COD removal in the BCO reactor only accounted for 2%~12%, where the efficient utilization of carbon source in the A2/OBCO process was the main reason to achieve deep denitrification and phosphorus removal under the condition of low C/N. In addition, through the correlation analysis of C/N with aeration rate, nitrate recycling ratio and anaerobic/anoxic reaction time, the optimal operation strategy of the A2/O-BCO process was proposed. © 2016, Editorial Board of China Environmental Science. All right reserved.

Keyword:

A2/O-BCO; C/N; Denitrifying phosphorus removal; Domestic wastewater; Optimal operation

Author Community:

  • [ 1 ] [Zhang, M.]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, Y.-Z.]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 ] [Zhang, J.-H.]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 ] [Wang, C.]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
  • [ 5 ] [Wang, S.-Y.]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
  • [ 6 ] [Zeng, W.]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, Y.-Z.]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of TechnologyChina

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2016

Issue: 5

Volume: 36

Page: 1366-1375

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: 8

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