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Author:

Xu, Gui-Da (Xu, Gui-Da.) | Li, Dong (Li, Dong.) | Liu, Zhi-Cheng (Liu, Zhi-Cheng.) | Tao, Bo (Tao, Bo.) | Zhang, Jie (Zhang, Jie.)

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Abstract:

Considering that the influent of Anammox process must contain two substrates, NO2--N and NH4+-N, and it could only be denitrified. In order to further realize phosphorus removal on this basis, this study proposed to combine phosphorus removal and nitrogen removal with partial nitrification technology, namely partial nitrification and denitrifying phosphorus removal tandem Anammox process: the partial nitrification and denitrification phosphorus removal unit was the first to pass into domestic sewage to convert NH4+-N to NO2--N and remove part of COD. Part of the effluent was mixed with domestic sewage and enters the anaerobic ammonium oxidation unit. At the same time, the partial nitrification and denitrification phosphorus removal unit was denitrified and absorbed phosphorus under the hypoxia state, and the effluent of the two treatment units was mixed and discharged after the end of the reaction. The experimental results showed that controlling the influent mixing ratio to be 4.2 could ensure that the values of C/N and NO2-N/NH4+-N in the Anammox unit were 2 and 1.5, respectively, the average NO2--N/NH4+-N=1.41, NO3--N/NH4+-N=0.12, Anammox nitrogen 85.2% on average, denitrification and Anammox coupling reaction was good. After stable operation of the whole system, the effluent COD, P, NH4+-N, NO2--N and NO3--N concentrations were 15.2, 0.85, 0.59, 5.56 and 3.33mg/L, respectively, and the TN removal rate was 89.4%. The PNDPR-Anammox coupling new process successfully realized the efficient treatment of simulated domestic sewage. © 2021, Editorial Board of China Environmental Science. All right reserved.

Keyword:

Effluent treatment Phosphorus Effluents Denitrification Nitrogen oxides Mixing Chemical oxygen demand Wastewater treatment Ammonia Sewage Nitrogen removal Nitrification

Author Community:

  • [ 1 ] [Xu, Gui-Da]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Li, Dong]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Liu, Zhi-Cheng]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Tao, Bo]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhang, Jie]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Zhang, Jie]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin; 150090, China

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2021

Issue: 11

Volume: 41

Page: 5133-5141

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: 17

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