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Author:

Yang, Jing-Yue (Yang, Jing-Yue.) | Li, Jun (Li, Jun.) (Scholars:李军) | Zheng, Zhao-Ming (Zheng, Zhao-Ming.) | Du, Jia (Du, Jia.) | Ma, Jing (Ma, Jing.) | Bian, Wei (Bian, Wei.) | Wang, Wen-Xiao (Wang, Wen-Xiao.)

Indexed by:

EI PKU CSCD CSSCI

Abstract:

The denitrification performance of simultaneous anammox and denitrification (SAD) granular sludge under different C/N was studied by batch test. The coupled system granular sludge was cultured in a UASB reactor with sufficient nitrogen,and it had high anammox activity and denitrification activity. Using glucose as carbon source, when the C/N were 1, 2, 4, there was no significant difference in the activity of ANAMMOX, and the denitrification activity increased gradually. The maximum rate of NO2--N degradation was 0.265, 0.345, and 0.453kgN/(kgVSS•d), respectively. When sodium acetate was used as the carbon source and the C/N ratios were 1, 2, and 4, respectively, neither of the ANAMMOX activity or the denitrification activity was affected. Under the same C/N, the activity of ANAMMOX with glucose as the carbon source was higher, while the denitrification activity with sodium acetate as the carbon source was higher.When C/N was 1, 2 and 4, the maximum degradation rate of NH4+-N with glucose as organic matter was 1.15, 1.19, 1.58times of sodium acetate respectively. The maximum degradation rate of NO2--N with sodium acetate as organic matter was 1.89, 1.48 and 1.15times of glucose, respectively. The mathematical simulation results of the experiment showed that the models can accurately predict the trend of nitrogen change during the experiment. There was no significant change in the ANAMMOX activity of the granular sludge in the coupled system when the C/N ratio was 1~4. © 2018, Editorial Board of China Environmental Science. All right reserved.

Keyword:

Wastewater treatment Carbon Sodium compounds Biological materials Nitrogen removal Biogeochemistry Granular materials Nitrogen oxides Glucose Denitrification Degradation Mathematical models

Author Community:

  • [ 1 ] [Yang, Jing-Yue]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Li, Jun]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Zheng, Zhao-Ming]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Du, Jia]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Ma, Jing]Beijing Municipal Engineering Professional Design Institute Co., Ltd, Beijing; 100037, China
  • [ 6 ] [Bian, Wei]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Wang, Wen-Xiao]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • 李军

    [li, jun]college of architecture and civil engineering, beijing university of technology, beijing; 100124, china

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2018

Issue: 12

Volume: 38

Page: 4516-4523

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: 10

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