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Author:

Li, Dong (Li, Dong.) (Scholars:李冬) | Zhao, Shixun (Zhao, Shixun.) | Wang, Junan (Wang, Junan.) | Guan, Hongwei (Guan, Hongwei.) | Zhu, Jinfeng (Zhu, Jinfeng.) | Zhang, Jie (Zhang, Jie.) (Scholars:张杰)

Indexed by:

EI Scopus PKU CSCD

Abstract:

Lab-scale simultaneously anaerobic ammonia oxidation and denitrification (SAD) process was operated in Municipal Waste Water Treatment Plant (WWTP). Sewage treated by A/O and nitrification process was served as substance to start up anaerobic ammonia oxidation filter reactor. Adding organic carbon-source to influent was served as substance to start up SAD filter reactor after successful start-up of Anammox reactor. Glucose was selected as organic carbon-source because it is harmless and inexpensive. The result show that SAD process performed well with 10, 20, and 30 mg/L Glucose added to effluent sewage at ambient temperature and average total nitrogen concentration of effluent was 9.16, 8.10, and 6.41 mg/L. Compared with Anammox process, SAD process performed better and total nitrogen concentration in effluent decreased 16-42 percents. Stability of SAD process was destroyed and SAD process turned to denitrification process when 30 mg/L Glucose was added in influent sewage in winter. Ammonia in effluent increased from 0.5 mg/L to 6.2 mg/L. The results indicate that temperature has superior effect on SAD process. The total nitrogen concentration in effluent varied from 6.5 to 8.5 mg/L when concentration of Glucose decreased to 20 mg/L. In winter, the effluent of SAD process reached the 1A level of integrated discharge standard of water pollutants applied in Beijing City. © 2018, Editorial Board of Journal of Harbin Institute of Technology. All right reserved.

Keyword:

Wastewater treatment Effluents Filtration Organic carbon Water pollution Sewage Nitrogen removal Waste treatment Ammonia Water treatment plants Water treatment Glucose Nitrogen Denitrification Biological membranes Nitrification Sewage treatment plants

Author Community:

  • [ 1 ] [Li, Dong]Key Laboratory of Beijing Water Quality Science & Water Environment Recovery Engineering(Beijing University of Technology), Beijing; 100124, China
  • [ 2 ] [Zhao, Shixun]Key Laboratory of Beijing Water Quality Science & Water Environment Recovery Engineering(Beijing University of Technology), Beijing; 100124, China
  • [ 3 ] [Wang, Junan]Technology Research and Development Center, Beijing Sander Environmental Group, Beijing; 101102, China
  • [ 4 ] [Guan, Hongwei]Key Laboratory of Beijing Water Quality Science & Water Environment Recovery Engineering(Beijing University of Technology), Beijing; 100124, China
  • [ 5 ] [Zhu, Jinfeng]Key Laboratory of Beijing Water Quality Science & Water Environment Recovery Engineering(Beijing University of Technology), Beijing; 100124, China
  • [ 6 ] [Zhang, Jie]Key Laboratory of Beijing Water Quality Science & 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

Reprint Author's Address:

  • 李冬

    [li, dong]key laboratory of beijing water quality science & water environment recovery engineering(beijing university of technology), beijing; 100124, china

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Source :

Journal of Harbin Institute of Technology

ISSN: 0367-6234

Year: 2018

Issue: 10

Volume: 50

Page: 194-198

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: 18

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