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作者:

Zhang, Miao (Zhang, Miao.) | Peng, Yongzhen (Peng, Yongzhen.) (学者:彭永臻) | Wang, Cong (Wang, Cong.) | Wang, Chuanxin (Wang, Chuanxin.) | Xue, Xiaofei (Xue, Xiaofei.) | Pang, Hongtao (Pang, Hongtao.) | Zeng, Wei (Zeng, Wei.) (学者:曾薇)

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EI Scopus PKU CSCD

摘要:

A novel two-sludge process of A2/O-biological contact oxidation (A2/O-BCO) is proposed. Stable and efficient denitrifying phosphorus removal can be realized by high-efficiency utilization of influent carbon sources in the A2/O reactor with the electron acceptors of NOx--N in the BCO reactor. The denitrifying phosphorus removal characteristics of the A2/O reactor under different volume ratios (anaerobic zone/ anoxic zone/ aerobic zone) with real domestic wastewater were investigated. The results show that the system exhibits good stability for organic matter removal, and the variation of the volume ratios has little effect on COD (chemical oxygen demand) removal. When the volume ratio is 241, the effect of nitrogen and phosphorus removal is high, the effluent TN and PO43--P concentrations being 13.41 and 0.28 mg/L respectively. The nitrogen balance analysis results show that the phenomenon of simultaneous nitrification denitrification (SND) exhibits in the BCO reactor, and the occurrence of anaerobic ammonia oxidation (Annamox) contributes to the nitrogen loss. Additionally, the aerobic zone of the A2/O reactor plays an important role in keeping stable effluent PO43--P concentration. In order to prevent secondary phosphorus release, the NOx--N concentration in the middle settler should be controlled to 1.95 to 2.75 mg/L. ©, 2015, Southeast University. All right reserved.

关键词:

Ammonia Anoxic water Biological water treatment Chemical oxygen demand Chemical stability Denitrification Effluents Fluorescence microscopy Nitrification Nitrogen Nitrogen oxides Nitrogen removal Oxidation Phosphorus

作者机构:

  • [ 1 ] [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
  • [ 2 ] [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
  • [ 3 ] [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
  • [ 4 ] [Wang, Chuanxin]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, Xiaofei]Beijing Enterprises Water Group (China) Investment Limited, Beijing; 100124, China
  • [ 6 ] [Pang, Hongtao]Beijing Enterprises Water Group (China) Investment Limited, Beijing; 100124, China
  • [ 7 ] [Zeng, Wei]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:

  • 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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来源 :

Journal of Southeast University (Natural Science Edition)

ISSN: 1001-0505

年份: 2015

期: 3

卷: 45

页码: 531-538

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 3

ESI高被引论文在榜: 0 展开所有

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