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Author:

Chen, K.-Q. (Chen, K.-Q..) | Zhang, L. (Zhang, L..) | Sun, S.-H. (Sun, S.-H..) | Peng, Y.-Z. (Peng, Y.-Z..) | Jia, T.-P. (Jia, T.-P..)

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Scopus

Abstract:

Anovelfixed-bed biofilm process based on partial denitrification/anammox (PD/A) was developed for the simultaneous treatment of low C/N domestic wastewater and secondary effluent. The nitrogen removal performance of the process at different influent C/N (1.3, 1.5, 1.6, 1.8) and different pH (7.5, 8.0, 8.5, 9.0) was studied. Results showed that increasing influent C/N enhanced the complete denitrification of the system, whichincreased the average removal rate of NO3 --N from 52.3% to 85.7%; The higher influent pH promoted theNO2 --N accumulation in partial-denitrification process, and then enhanced the autotrophic nitrogen removal by the anammox, which increased the average removal rate of NH4 +-N from 82.2% to 89.7%. Under the conditions of C/N=1.6 and pH=9.0, 88.3% of TN removal rate was achieved, and the effluent TN was stable less than 2mg/L. Moreover, the potential of the fixed-bed biofilm process based on PD/Ain the upgrading of traditional AAO process was analyzed. © 2020, Editorial Board of China Environmental Science. All right reserved.

Keyword:

C/N PH Fixed-bed biofilm Secondary effluent Partial denitrification/anammox (PD/A)

Author Community:

  • [ 1 ] [Chen K.-Q.]National Engineering Laboratory for Advanced Municipal WastewaterTreatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Zhang L.]National Engineering Laboratory for Advanced Municipal WastewaterTreatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Sun S.-H.]National Engineering Laboratory for Advanced Municipal WastewaterTreatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Peng Y.-Z.]National Engineering Laboratory for Advanced Municipal WastewaterTreatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Jia T.-P.]National Engineering Laboratory for Advanced Municipal WastewaterTreatment and Reuse Technology, 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 :

China Environmental Science

ISSN: 1000-6923

Year: 2020

Issue: 4

Volume: 40

Page: 1515-1522

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: 2

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