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Author:

Wang, Wen-Xiao (Wang, Wen-Xiao.) | Bian, Wei (Bian, Wei.) | Wang, Meng (Wang, Meng.) | Kan, Rui-Zhe (Kan, Rui-Zhe.) | Zhao, Qing (Zhao, Qing.) | Liang, Dong-Bo (Liang, Dong-Bo.) | Li, Jun (Li, Jun.) (Scholars:李军)

Indexed by:

EI Scopus PKU CSCD

Abstract:

Four mini experiments were conducted at different conditions. The heterotrophic microorganisms on the aerobic granular sludge surface consumed organic compounds at the initial stage of aeration. The denitrification rate and the efficiency of NO2--N and NO3--N removal were relatively low. Therefore, under the normal temperature conditions (20-23), aerobic granular sludge sequencing batch reactor (SBR) was operated in the two-stage aeration mode(first in low aeration then in high aeration mode). The low aeration time were carried out at 1, 2 and 3 hours stages respectively, and the characteristics of the granular sludge and its effects on microorganisms were analyzed by scanning electron microscopy (SEM) and fluorescence in situ hybridization (FISH) technique. The results show that the increase in the aerobic granular sludge (AGS) particle size improved the denitrification capacity; the denitrification rate of NO2--N was the highest at low aeration mode with 2 h and reached 9.66 mg·(g·h)-1. The accumulation rate of nitrite increased to 77.84% and the total nitrogen removal rate to 70%. The bacterial count inside the granular sludge increased and they were mainly cocci, bacillus, and ellipsoidal bacteria. Moreover, the proportion of ammonia-oxidizing bacteria in total bacterial count increased from 13.70% to 15.40%. Therefore, the two-stage aeration process achieved shortened simultaneous nitrification and denitrification processes and showed a good denitrification performance. © 2017, Science Press. All right reserved.

Keyword:

Ammonia Fluorescence microscopy Nitrogen oxides Bacteriology Denitrification Nitration Scanning electron microscopy Bacteria Nitrification Nitrogen removal Batch reactors Granular materials Particle size

Author Community:

  • [ 1 ] [Wang, Wen-Xiao]College of Architecture and Civil Engineering of Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Bian, Wei]College of Architecture and Civil Engineering of Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Wang, Meng]Beijing Drainage Group Co., Ltd., Beijing; 100044, China
  • [ 4 ] [Kan, Rui-Zhe]College of Architecture and Civil Engineering of Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhao, Qing]College of Architecture and Civil Engineering of Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Liang, Dong-Bo]College of Architecture and Civil Engineering of Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Li, Jun]College of Architecture and Civil Engineering of Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • 李军

    [li, jun]college of architecture and civil engineering of beijing university of technology, beijing; 100124, china

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Source :

Environmental Science

ISSN: 0250-3301

Year: 2017

Issue: 10

Volume: 38

Page: 4332-4339

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 14

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