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Author:

Niu, Meng (Niu, Meng.) | Wang, Shu-Ying (Wang, Shu-Ying.) (Scholars:王淑莹) | Du, Rui (Du, Rui.) | Cao, Shen-Bin (Cao, Shen-Bin.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (Scholars:彭永臻)

Indexed by:

EI Scopus PKU CSCD CSSCI

Abstract:

Taking partial denitrification sludge as seeding sludge, which could reduce nitrate (NO3--N) to nitrite (NO2--N) with stable NO2--N accumulation. NO2--N accumulation properties of partial denitrification with different carbon nitrogen ratio (C/N), NO3--N and pH were studied by batch experiments with methanol as carbon source. The results showed that C/N had no significant effect on the maximum accumulation of NO2--Nor specific denitrification rate when C/N was 2.5~5. When C/N was 2.5, NO2--N accumulation rate was 89% and NO2--N was not reduced. But when C/N>3, NO2--N would be reduced after NO2--N accumulated to the maximum value. In the case of C/N was 2.5 and NO3--Nwas 14.96~58.71mg/L, specific denitrification rate increased with the increase of NO3--N. Continue to improve NO3--N, the change of specific denitrification rate was very small. On the other hand, when NO3--N>29.01mg/L, the higher NO3--N was, the lower C/N required. PH had a significant effect on the maximum accumulation of NO2--N and the specific denitrification rate in the partial denitrification process. When pH=7, NO2--Naccumulated rate, specific NO3--N reduction rateand specific NO2--N accumulation rate was 24.49mg/L, 18.96 (mg/(gVSS·h)), 18.91 (mg/(gVSS·h)). And then followed byp H=6, 8, 9. When pH=5 and 10, the partial denitrification process could not be carried out. This study could provide a theoretical basis for the realization and application of partial denitrification. © 2017, Editorial Board of China Environmental Science. All right reserved.

Keyword:

Methanol Nitration pH Carbon Nitrogen oxides Denitrification

Author Community:

  • [ 1 ] [Niu, Meng]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Shu-Ying]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Du, Rui]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Cao, Shen-Bin]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Peng, Yong-Zhen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • 王淑莹

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

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2017

Issue: 9

Volume: 37

Page: 3301-3308

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: 0

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