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Author:

Peng, Y. (Peng, Y..) | Pan, C. (Pan, C..) | Sun, S. (Sun, S..) | Zhao, W. (Zhao, W..) | Huang, Y. (Huang, Y..) (Scholars:黄艳)

Indexed by:

Scopus PKU CSCD

Abstract:

To study the effects of influent ρ(C)/ρ(N) on two-sludge nitrogen and phosphorus removal system,the characteristics of a pilot-scale AAO-biological aerated filter(BAF) treating about 50 m3 real domestic wastewater per day were investigated under ρ(C)/ρ(N) level of 3.3±0.3, 4.5±0.3, and 6.0±0.3, respectively. Results show that when ρ(C)/ρ(N) is about 3.3, the removal rates of COD, TN and PO4 3--P reach 71.4%, 67.6% and 85.6%,respectively. The nitrogen and phosphorus removal performance of the system reach the best when ρ(C)/ρ(N) is raised to 4.5 by adding organic matter, the removal rates of COD, TN and PO4 3--P reaching 79.7%, 70% and 93.5%, respectively. The average effluent TN and PO4 3--P are 12.40, 0.20 mg/L, respectively. However, when ρ(C)/ρ(N) is about 6.0,a large amount of available organic compounds in the anoxic area result in the rapid depletion of the electronic receptor NO3 --N by denitrifying bacteria, affecting the removal of the nitrogen and phosphorus by DPAOs. As well, residual organic matter is found in the BAF, which result that NH4 +-N cannot be completely oxidized to NO3 --N because of the proliferation of heterotrophic bacteria. In this situation, the removal rate of COD is 81.6%, removal rates of TN and PO4 3--P by AAO-BAF process drop to 55.1% and 63.2% rapidly, and the system is close to collapse. © 2019, Editorial Department of Journal of Beijing University of Technology. All right reserved.

Keyword:

Denitrifying phosphorus removal; Domestic sewage; Pilot-scale AAO-BAF; Two-sludge system; Ρ(C)/ρ(N)

Author Community:

  • [ 1 ] [Peng, Y.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Pan, C.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment 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.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Zhao, W.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Huang, Y.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment 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 :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2019

Issue: 9

Volume: 45

Page: 904-910

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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