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Author:

Liu, Yue (Liu, Yue.) | Li, Pengzhang (Li, Pengzhang.) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻)

Indexed by:

EI PKU CSCD

Abstract:

Nitrous oxide (N2O) is one of the three main greenhouse gases (CO2, CH4, N2O), about 265 times more effective than carbon dioxide (CO2), and it may also destruct the ozone layer. In wastewater biological nitrogen removal process, autotrophic nitrification has been thought to be the major source of N2O production. In this study, by testing the production of N2O under different conditions, the relationship between N2O production rate and ammonia oxidation rate during nitritation process was investigated in a laboratory batch-scale system with activated sludge for treating domestic wastewater. The experimental data indicated that the ammonia oxidation rate (AOR) increased with higher DO while N2O production rate (N2OR) increased first then decreased. Besides the AOR and N2OR were by varying the initial ammonium (NH4+-N) concentration in batch experiments. The max N2OR was 1.29 mg N2O(g MLVSS)-1·h-1 when DO was 0.6 mgL-1. At low DO level, the increase of AOR would promote the N2OR. On the other hand, higher AOR might not produce more N2O when DO was high. There were different pathways of N2O production under various conditions which led to the change of N2OR. When DO was low, N2O was mainly produced by nitrosyl radical (NOH), while increasing AOR promoted the N2OR formation. However, nitrifier denitrification by AOB was the main way of producing N2O at high DO level. This pathway might be inhibited by high DO, and thus even there was high AOR, the net production of N2O was still less. In addition, the existence of NH4+ was very important to N2O production too. © All Right Reserved.

Keyword:

Activated sludge process Ozone layer Oxidation Carbon dioxide Ammonia Numerical analysis Wastewater treatment Nitrogen removal Greenhouse gases Nitrogen oxides Nitrification

Author Community:

  • [ 1 ] [Liu, Yue]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Li, Pengzhang]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Peng, Yongzhen]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • 彭永臻

    [peng, yongzhen]key laboratory of beijing for water quality science and water environment recovery engineering, engineering research center of beijing, beijing university of technology, beijing; 100124, china

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Source :

CIESC Journal

ISSN: 0438-1157

Year: 2015

Issue: 11

Volume: 66

Page: 4652-4660

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 11

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