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Author:

Li, Dong (Li, Dong.) (Scholars:李冬) | Zhao, Shi-Xun (Zhao, Shi-Xun.) | Wang, Jun-An (Wang, Jun-An.) | Zhu, Jin-Feng (Zhu, Jin-Feng.) | Guan, Hong-Wei (Guan, Hong-Wei.) | Zhang, Jie (Zhang, Jie.)

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Abstract:

Lab-scale anaerobic ammonia oxidation and denitrification (SAD) processes were operated simultaneously in a municipal waste water treatment plant (WWTP). Sewage treated by the A/O and nitrification process was used as the substance to start up an anaerobic ammonia oxidation filter reactor. Adding glucose and sodium propionate to influent was used as the substance to start up the SAD filter reactor after the successful start-up of the ANAMMOX reactor. The SAD process performed well with an average total nitrogen concentration in the effluent of 6.41 mg•L-1when 30 mg•L-1 glucose was added to the effluent sewage at ambient temperature. Compared with the ANAMMOX process, the total nitrogen concentration in the effluent from the SAD process decreased 42%. The stability of the SAD process was destroyed and the SAD process turned into a denitrification process when 30 mg•L-1 glucose was added in the influent sewage in a low temperature environment. In normal and low temperature environments, the SAD process functioned well, and the average total nitrogen concentration of the effluent was 6.54 mg•L-1 when 30 mg•L-1 sodium propionate was added in the influent sewage. Compared with glucose, sodium propionate had little influence on the SAD process. © 2018, Science Press. All right reserved.

Keyword:

Wastewater treatment Carbon Effluents Sodium Sewage Nitrogen removal Temperature Waste treatment Ammonia Water treatment plants Water treatment Glucose Nitrogen Passive filters Denitrification Filtration Nitrification Sewage treatment plants

Author Community:

  • [ 1 ] [Li, Dong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Zhao, Shi-Xun]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Wang, Jun-An]Technology Research and Development Center, Beijing Sander Environmental Group, Beijing; 101102, China
  • [ 4 ] [Zhu, Jin-Feng]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Guan, Hong-Wei]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Zhang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Zhang, Jie]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin; 150090, China

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Source :

Environmental Science

ISSN: 0250-3301

Year: 2018

Issue: 1

Volume: 39

Page: 232-238

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: 12

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