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Author:

Li, Jun (Li, Jun.) | Mao, Shi-Chun (Mao, Shi-Chun.) | Wang, Jing-Xuan (Wang, Jing-Xuan.)

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Abstract:

Considering the quality of secondary effluent, the denitrification filter was utilized to treat the urban secondary effluent. By comparing the nitrogen removal of the filter under different C/N and filtration rates, the appropriate operating parameters of the filter are obtained, therefore providing technical support for transformation of the plants. When the C/N equals 4.42 and filtration rate is 3.4 m/h, the denitrification filter's removal is proved to be optimal, with TN less than 5 mg/L in the effluent and low content of NO3--N and NO2--N. By monitoring the denitrification filter along the way, nitrogen removal was mainly concentrated on the water-side front 700 mm, ultimately determining 1300 mm as the best filter layer height.

Keyword:

Effluent treatment Denitrification Filtration Effluents Nitrogen removal

Author Community:

  • [ 1 ] [Li, Jun]Beijing University of Technology, The College of Architecture and Civil Engineering, Beijing 100124, China
  • [ 2 ] [Mao, Shi-Chun]Beijing University of Technology, The College of Architecture and Civil Engineering, Beijing 100124, China
  • [ 3 ] [Wang, Jing-Xuan]Beijing University of Technology, The College of Architecture and Civil Engineering, Beijing 100124, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2011

Issue: SUPPL. 1

Volume: 37

Page: 132-137

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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