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作者:

Wang, Qi (Wang, Qi.) | Zhao, Ji (Zhao, Ji.) | Dan, Qiongpeng (Dan, Qiongpeng.) | Li, Xiyao (Li, Xiyao.) | Zhang, Qiong (Zhang, Qiong.) | Peng, Yongzhen (Peng, Yongzhen.) (学者:彭永臻)

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EI PKU CSCD

摘要:

Phosphate accumulating organisms (PAOs) has been enriched successfully in an anaerobic-aerobic sequencing batch reactor (AO-SBR) with the influent of the domestic sewage with C/P ratio greater than 50.The average anaerobic phosphorus release amount was 15 mg•L-1. The concentration of effluent PO_4^(3-)-P was less than 0.5 mg•L-1. On the 74 th day, the operation mode was adjusted to anaerobic-anoxic-aerobic, and NO_3^--N was added at the beginning of anoxic zone to enrich the denitrifying phosphorus accumulating bacteria(DPB). The best efficiency of denitrifying phosphorus removal performance were acquired when the influent COD concentration was 250 mg•L-1 and the NO_3^--N concentration was constant in the system. Meanwhile the ratio of average denitrifying phosphorus removal to phosphorus removal was 87.1%. Anoxic pH effect tests showed that the rate of denitrifying phosphorus removal is related to the pH value, DPB preferred higher pH for phosphorus removal, and the maximum specific phosphorus removal rate of 2.1 mg P•(g VSS•h)-1 is obtained at pH=7.0. In the subsequent experiments, NO_3^--N was supplied from the effluent reactor and drainage ratio was increased. These methods ensured that the pH of the anaerobic reactor was closed to 7.0. The comparison with the unadjusted stage showed that the rate of denitrifying phosphorus removal increased. The reactor was operated for 160 days, and the COD removal and denitrifying phosphorus removal process were stably completed. © All Right Reserved.

关键词:

Aerobic bacteria Anoxic water Batch reactors Blast enrichment Denitrification pH effects Phosphorus Sewage Water aeration

作者机构:

  • [ 1 ] [Wang, Qi]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Zhao, Ji]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Dan, Qiongpeng]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Li, Xiyao]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhang, Qiong]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Peng, Yongzhen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • 彭永臻

    [peng, yongzhen]national engineering laboratory for advanced municipal wastewater treatment and reuse technology, key laboratory of beijing for water quality science and water environment recovery engineering, beijing university of technology, beijing; 100124, china

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来源 :

CIESC Journal

ISSN: 0438-1157

年份: 2019

期: 12

卷: 70

页码: 4828-4834

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 1

ESI高被引论文在榜: 0 展开所有

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