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Author:

Wang, Mei-Xiang (Wang, Mei-Xiang.) | Zhao, Wei-Hua (Zhao, Wei-Hua.) | Wang, Shu-Ying (Wang, Shu-Ying.) (Scholars:王淑莹) | Huang, Yu (Huang, Yu.) | Pan, Cong (Pan, Cong.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (Scholars:彭永臻)

Indexed by:

EI Scopus PKU CSCD

Abstract:

The two-sludge denitrifying phosphorus removal system (A2N2) with 'anaerobic/nitrification/anoxic/nitrification' operation mode was used to treat low C/N ratio real domestic wastewater in sequencing batch reactors (SBR). Through the operating condition optimization of A2/O-SBR and N-SBR unit, the system achieved efficient denitrifying phosphorus removal performance with the low carbon source sewage and solved the problem of high NH4+-N in A2N-SBR process. Experimental results showed that post-aeration was essential to the efficient nutrient removal performance and long-term stable operation of the A2N2-SBR. Complete denitrifying phosphorus uptake without aerobic phosphorus uptake at the anoxic stage of the A2N2-SBR was disadvantageous to the growth and reproduction of denitrifying phosphorus accumulating organisms (DPAOs). Anaerobic duration of 1.5 h in the A2/O-SBR was ensured the complete oxidation of biodegradable COD, and nitrification duration of 5 h in the N-SBR provided sufficient time for NH4+-N oxidation. With anaerobic phosphorus release of 1.5 h, denitrifying phosphorus uptake of 2 h, and aerobic phosphorus uptake of 0.5 h in theA2/O-SBR unit, and the first nitrification of 5 h and second nitrification of 1h in the N-SBR unit, the average effluent COD, NH4+N, TN and PO43--P concentrations in the A2N2-SBR system was 46.2, 0.82, 13.63 and 0.82 mg/L, respectively. Simultaneous nitrogen and phosphorus removal was achieved in the novel A2N2-SBR system. © 2016, Editorial Board of China Environmental Science. All right reserved.

Keyword:

Wastewater treatment Batch reactors Effluents Sewage Nitrogen removal Phosphorus Activated sludge process Anoxic water Cell proliferation Chemical oxygen demand Denitrification Nitrification

Author Community:

  • [ 1 ] [Wang, Mei-Xiang]Engineering Research Center of Beijing, National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Zhao, Wei-Hua]Engineering Research Center of Beijing, National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Wang, Shu-Ying]Engineering Research Center of Beijing, National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Huang, Yu]Engineering Research Center of Beijing, National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Pan, Cong]Engineering Research Center of Beijing, National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Peng, Yong-Zhen]Engineering Research Center of Beijing, National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • 王淑莹

    [wang, shu-ying]engineering research center of beijing, national engineering laboratory for advanced municipal wastewater treatment and reuse technology, beijing university of technology, beijing; 100124, china

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2016

Issue: 11

Volume: 36

Page: 3311-3320

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: 14

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