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作者:

Sun, Yan-Fang (Sun, Yan-Fang.) | Han, Xiao-Yu (Han, Xiao-Yu.) | Zhang, Shun-Jun (Zhang, Shun-Jun.) | Li, Xing (Li, Xing.) | Cao, Xiang-Sheng (Cao, Xiang-Sheng.)

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摘要:

To shorten the start-up time of CANON process and guide the sludge dischargement in the practical project, the start-up of CANNON process and influence of different flocs SRT were studied by inoculation ANAMMOX granules of different proportions in two same specifications of SBR reactor. During the experiment, the temperature was controlled at 30±1 and pH was 7-8. The results showed that it was not good for CANON process rapid start-up when the two reactors were inoculated with 5% and 10% ANAMMOX granules respectively and the initial FA concentration exceeded 44 mg·L-1. When the two reactors were inoculated with 5% and 10% ANAMMOX granular sludge, the reactors were started-up successfully on Day 46 and Day 35, respectively. When the flocs SRT was maintained at 30 d, 90 d and un-initiative discharge respectively, the average total nitrogen removal rate could reach 0.35 kg·(m3·d)-1 stably. The quantitative PCR results of the three different flocs SRT showed that with increasing flocs SRT, the abundance of AOB was relatively stable, the abundance of ANAMMOX increased slightly, while the abundance of NOB significant increased. Therefore, it is necessary to elutriate flocs from reactor for decreasing the quantity of NOB and long-term stable operation of the CANON process. © 2017, Science Press. All right reserved.

关键词:

Reactor startup Polymerase chain reaction Granulation Wastewater treatment Nitrogen removal Granular materials

作者机构:

  • [ 1 ] [Sun, Yan-Fang]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Han, Xiao-Yu]College of Resources and Environmental Engineering, Harbin Institute of Technology, Harbin; 150090, China
  • [ 3 ] [Han, Xiao-Yu]Research and Development Center of Beijing Drainage Group Technology, Beijing; 100022, China
  • [ 4 ] [Han, Xiao-Yu]Beijing Engineering Research Center for Wastewater Reuse, Beijing; 100124, China
  • [ 5 ] [Zhang, Shun-Jun]Research and Development Center of Beijing Drainage Group Technology, Beijing; 100022, China
  • [ 6 ] [Zhang, Shun-Jun]Beijing Engineering Research Center for Wastewater Reuse, Beijing; 100124, China
  • [ 7 ] [Li, Xing]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 8 ] [Cao, Xiang-Sheng]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • [cao, xiang-sheng]key laboratory of beijing for water quality science and water environmental recovery engineering, college of architecture and civil engineering, beijing university of technology, beijing; 100124, china

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来源 :

Environmental Science

ISSN: 0250-3301

年份: 2017

期: 2

卷: 38

页码: 672-678

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SCOPUS被引频次: 7

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