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作者:

Wang, Cong (Wang, Cong.) | Wang, Shu-Ying (Wang, Shu-Ying.) (学者:王淑莹) | Zhang, Miao (Zhang, Miao.) | Wang, Chuan-Xin (Wang, Chuan-Xin.) | Xue, Xiao-Fei (Xue, Xiao-Fei.) | Pang, Hong-Tao (Pang, Hong-Tao.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (学者:彭永臻)

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摘要:

The characteristics of biological nitrogen (N) and phosphorus (P) removal under different nitrate recycling ratios were investigated in a Anaerobic/Anoxic/Oxic (A2O)-Biological Contact Oxidation (BCO) system when treating low C/N in municipal wastewater. The results indicated that the removal of N and P was achieved simultaneously, and denitrifying phosphorus removal (DPR) process was realized with the total hydraulic retention time (HRT) of A2O at 8h, sludge reflux ratio of 100%, and nitrate recycling ratios set as 100%, 200%, 300% and 400% respectively. The effluent concentration of COD was less than 50mg/L. The removal efficiencies of total nitrogen (TN) were 48.8%, 66.5%, 75.6% and 62.5%, and the removal efficiencies of total phosphorus (TP) were 86.0%, 90.3%, 91.0% and 95.0% under various nitrate recycling ratios. When the nitrate recycling ratio was set at 300%, average concentration of TN and TP in effluent were 14.96mg/L and 0.49mg/L. The amount of denitrifying phosphorus removed was increased slightly as the nitrate recycling ratio improved. When the nitrate recycling ratio was set at 400%, the amount of P removed by DPR accounted for 98% of the total phosphorus removed. ©, 2014, Chinese Society for Environmental Sciences. All right reserved.

关键词:

Biological water treatment Chemical oxygen demand Chemicals removal (water treatment) Denitrification Efficiency Effluents Nitrates Nitrogen Nitrogen removal Recycling Removal Wastewater reclamation Wastewater treatment

作者机构:

  • [ 1 ] [Wang, Cong]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 ] [Wang, Shu-Ying]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 ] [Zhang, Miao]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
  • [ 4 ] [Wang, Chuan-Xin]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
  • [ 5 ] [Xue, Xiao-Fei]Beijing Enterprises Water Group (China) Investment Limited, Beijing ; 100124, China
  • [ 6 ] [Pang, Hong-Tao]Beijing Enterprises Water Group (China) Investment Limited, Beijing ; 100124, China
  • [ 7 ] [Peng, Yong-Zhen]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

通讯作者信息:

  • 王淑莹

    [wang, shu-ying]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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来源 :

China Environmental Science

ISSN: 1000-6923

年份: 2014

期: 11

卷: 34

页码: 2844-2850

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