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作者:

Wang, Xiao-Xia (Wang, Xiao-Xia.) | Wang, Shu-Ying (Wang, Shu-Ying.) (学者:王淑莹) | Zhao, Ji (Zhao, Ji.) | Dai, Xian (Dai, Xian.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (学者:彭永臻)

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摘要:

This study focused on the nitrogen (N) and phosphorus (P) removal performance optimization in simultaneous nitrification-endogenous denitrification and phosphorus removal (SNEDPR) systems. An anaerobic (180min)/aerobic sequencing batch reactor (SBR) fed with domestic wastewater was studied for optimization of N and P removal performance of SNEDPR by regulating the aerobic dissolved oxygen (DO) concentration (0.3~1.0mg/L) and aerobic duration time (150~240min). FISH technology was also employed to analyze the population dynamics of functional microorganisms in the SNEDPR system. Results indicated that the effluent PO43--P concentration was below 0.4mg/L, effluent TN concentration decreased from 14.3mg/L to 8.7mg/L, and TN removal efficiency increased from 75% to 84% with aerobic DO concentration decreased from 1.0mg/L to 0.3mg/L and aerobic duration time increased from 150min to 240min. SNED was enhanced by the decreased aerobic DO concentration, with SNED efficiency increased from 34.7% to 63.8%. The enhanced SNED reduced the effluent NO3--N concentration, improved the N removal performance, and strengthened the intracellular carbon storage at the following anaerobic stage. FISH results showed that the populations of PAOs, GAO and AOB (ammonia oxidizing bacteria) still maintained at high levels in the 127-day optimized SNEDPR-SBR (accounting for 29%±3%, 20%±3% and 13%±3% of total biomass, respectively), which ensured the P uptake, nitrification and denitrification; however, NOB (nitrite oxidizing bacteria) reduced by 50%, which provided a possibility to achieve N removal through simultaneous partial nitrification-endogenous denitrification in the SNEDPR. © 2016, Editorial Board of China Environmental Science. All right reserved.

关键词:

Ammonia Bacteria Batch reactors Denitrification Dissolved oxygen Efficiency Effluents Fish Nitrification Nitrogen removal Phosphorus Sewage treatment

作者机构:

  • [ 1 ] [Wang, Xiao-Xia]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Xiao-Xia]Department of Environmental Engineering, Qingdao University, Qingdao; 266071, China
  • [ 3 ] [Wang, Shu-Ying]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Zhao, Ji]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Dai, Xian]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Peng, Yong-Zhen]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:

  • 王淑莹

    [wang, shu-ying]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 :

China Environmental Science

ISSN: 1000-6923

年份: 2016

期: 9

卷: 36

页码: 2672-2680

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