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作者:

Wang, Jun-An (Wang, Jun-An.) | Li, Dong (Li, Dong.) (学者:李冬) | Zhang, Jie (Zhang, Jie.) | Li, Zhan (Li, Zhan.) | Tao, Xiao-Xiao (Tao, Xiao-Xiao.)

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摘要:

A biofilter reactor filled with lava as a carrier is used under the condition of room temperature (8-25°C) and low ρ(NH4+-N) (60-90 mg/L). The NO2--N is accumulated through the method of aeration control in the reactor, and its accumulation rate can reach more than 80% after startup. Results show that DO control is the main approach for realizing nitrosification whereas the restraining of free ammonia can be the assistant method for choosing ammonia oxidization bacteria (AOB), and HRT adjusting is the key way to control the result of ρ(NH4+-N) / ρ(NO2--N). According to the experiment result, the changes of ρ(NH4+-N), ρ(NO2--N), and ρ(NO3--N) all have the dynamics characteristics of zero-grade reaction. Furthermore, the conversion rate of NH4+-N is 4.32 mg/(L·h), and the accumulation rates of NO2--N and NO3--N are 3.05 and 0.40 mg/(L·h), respectively. Accordingly, the HRT for partial nitrosification should be controlled from 9 to 14 h.

关键词:

Sewage Ammonia Biofilters Wastewater treatment Nitrogen removal Nitrogen oxides

作者机构:

  • [ 1 ] [Wang, Jun-An]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Wang, Jun-An]Technology Research and Development Center, Beijing Sound Environmental Protection Group, Beijing 101102, 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 ] [Zhang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Li, Zhan]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Tao, Xiao-Xiao]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 Beijing University of Technology

ISSN: 0254-0037

年份: 2012

期: 1

卷: 38

页码: 121-125

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