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作者:

Luo, Yahong (Luo, Yahong.) | Li, Dong (Li, Dong.) (学者:李冬) | Zeng, Huiping (Zeng, Huiping.) | Cai, Yanan (Cai, Yanan.) | Xu, Da (Xu, Da.) | Zhang, Jie (Zhang, Jie.) (学者:张杰)

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摘要:

To enhance the simultaneous removal of nitrogen (N) and phosphorus (P) of low C/N(P) ratio sewage by A2/O technique, and ensure the effluent meet the first class level A standard of GB18918-2002, two patterns of A2/O technique were conducted to treat the experimental sewage. Pattern 1 was the A2/O technique with the carrier, under the optimized conditions of tHR=8.2 h, R=80%, r=250%-300%, ρ(DO)=1.5-0.5 mg/L, the concentration of TP in effluent of the system still exceeded the standard. Pattern 2 was the improved pattern 1-terminal intermittent aeration A2/O technique with the carrier, which contained an intermittent aeration zone following the aerobic zone, meanwhile, the approaches of sludge return and discharge were changed. The novel system with the long tSR of 22.3 d ran at the conditions of the optimal operating modes above-mentioned for A2/O zone, tHR=4 h for the intermittent aeration zone, and the aeration cycle was 1 h: aeration time was 1 min (ρ(DO)=0.3-0.5 mg/L)and settling time was 59 min. The operational results showed that the average removal rate of COD, NH4+-N, TP and TN reached 87.8%, 99.1%, 95.5% and 90.8%, respectively. The nitrosation rate of the effluent was above 70%, and DPAO/PAO ratio in sludge was 95.65%, the final effluent of the system met the first class level A of the national standard through the pathway of shortcut nitrification and denitrifying nitrogen and phosphorus removal. ©, 2015, Harbin Institute of Technology. All right reserved.

关键词:

Phosphorus Carrier concentration Nitrogen Sewage Sewage aeration Nitrogen removal C (programming language) Nitrification Denitrification

作者机构:

  • [ 1 ] [Luo, Yahong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering (Beijing University of Technology), Beijing; 100124, China
  • [ 2 ] [Luo, Yahong]School of Environment, Henan Key Laboratory for Environmental Pollution Control, Key Laboratory for Yellow and Huai River Water Environmental and Pollution Control (Henan Normal University), Xinxiang; Henan; 453007, China
  • [ 3 ] [Li, Dong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering (Beijing University of Technology), Beijing; 100124, China
  • [ 4 ] [Zeng, Huiping]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering (Beijing University of Technology), Beijing; 100124, China
  • [ 5 ] [Cai, Yanan]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering (Beijing University of Technology), Beijing; 100124, China
  • [ 6 ] [Xu, Da]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering (Beijing University of Technology), Beijing; 100124, China
  • [ 7 ] [Zhang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering (Beijing University of Technology), Beijing; 100124, China
  • [ 8 ] [Zhang, Jie]State Key Laboratory of Urban Water Resource and Environment (Harbin Institute of Technology), Harbin; 150090, China

通讯作者信息:

  • 李冬

    [li, dong]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 :

Journal of Harbin Institute of Technology

ISSN: 0367-6234

年份: 2015

期: 2

卷: 47

页码: 79-86

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SCOPUS被引频次: 1

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