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作者:

Zhao, Wei-Hua (Zhao, Wei-Hua.) | Li, Jian-Wei (Li, Jian-Wei.) | Wang, Mei-Xiang (Wang, Mei-Xiang.) | Huang, Yu (Huang, Yu.) | Feng, Yan (Feng, Yan.) | Li, Xi-Yao (Li, Xi-Yao.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (学者:彭永臻)

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EI PKU CSCD

摘要:

Biofilm nitrification and activated sludge denitrifying phosphorus removal performance were investigated in the pre-A2 NSBR system, which treated real low carbon to nitrogen (C/N) ratio domestic sewage. The effect of organic substance and NO2--N concentration on the biofilm nitrification performance, and different electronic acceptors on the denitrifying phosphorus uptake rate were studied. Results indicated that nitrification rate was 11.3 mgNH4+-N/(L•h), the ammonia volume loading was 0.27 kgNH4+-N/(m³•d) under the filling rate of 40%, the nitrification performance was inhibited by organic substance, but the system showed a good nitrification rate of 9.72 mg NH4+-N/(L•h) when organics presented. NO2--N treatment exhibited little effect on the AOB activity but obvious effect on the NOB activity, the NOB activity was almost completely inhibited (only 1.63%) when NO2--N concentration was 400mg/L. According to the phosphorus uptake rate experiment under different electronic acceptors, the phosphorus uptake rate under oxygen and NO3--N was 17.62mg P/(g VSS•h) and 12.94mg P/(g VSS•h), respectively, anoxic phosphate accumulating organisms (PAOs) occupied 73.4% of the total PAOs, phosphorus uptake performance was inhibited when the NO2--N concentration was 30mg/L, and phosphorus uptake performance was inhibited when the NO2--N concentration was 15mg/L under the condition of NO2--N and NO3--N coexisted. © 2019, Editorial Board of China Environmental Science. All right reserved.

关键词:

Biofilms Sewage Ammonia Denitrification Phosphorus Nitrification Nitrogen removal Nitrogen oxides

作者机构:

  • [ 1 ] [Zhao, Wei-Hua]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Zhao, Wei-Hua]School of Marine Science and Technology, Harbin Institute of Technology, Weihai; 264209, China
  • [ 3 ] [Li, Jian-Wei]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Wang, Mei-Xiang]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Huang, Yu]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Feng, Yan]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Li, Xi-Yao]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Engineering Research Center of Beijing, Beijing University of Technology, Beijing; 100124, China
  • [ 8 ] [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

通讯作者信息:

  • 彭永臻

    [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

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来源 :

China Environmental Science

ISSN: 1000-6923

年份: 2019

期: 11

卷: 39

页码: 4660-4665

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