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Author:

Zheng, Y.-N. (Zheng, Y.-N..) | Akio, T. (Akio, T..) | Guo, J.-H. (Guo, J.-H..) | Wang, S.-Y. (Wang, S.-Y..) (Scholars:王淑莹) | Huang, H.-J. (Huang, H.-J..) | Wang, Z.-W. (Wang, Z.-W..) | Peng, Y.-Z. (Peng, Y.-Z..) (Scholars:彭永臻)

Indexed by:

Scopus PKU CSCD

Abstract:

Through real-time aeration duration control, partial nitrification was carried out in a lab-scale SBR at normal temperatures and maintained for a long time even at low temperatures. The specific ammonia oxidation rate would be reduced with decrease of the temperature. The average specific ammonia oxidation rate at 27°C was 1.68 times of that at 13°C. The temperature coefficient of ammonia oxidation reaction in the reactor was ascertained 1.501 according to the Arrhenius expression. When nitrite accumulation ratio was steadily kept over 90%, fluorescence in situ hybridization (FISH) was used to detect the sludge population structure, which showed the proportion of the ammonia-oxidizing bacteria (AOB) and nitrite-oxidizing bacteria (NOB) was 8%~9% and lower than 0.5%, respectively. The real-time control strategy had a positive effect on the enrichment of AOB and the limitation or wash-out of NOB. An advisable start up strategy to operate a partial nitrification system at low temperatures could have two steps, obtaining firstly the selective enrichment of AOB as well as the washout of NOB by real-time aeration duration control under ordinary temperatures, and then making the biomass slowly adapt to low temperatures.

Keyword:

Ammonia-oxidizing bacteria (AOB); Biological nitrogen removal; Fluorescence in situ hybridization (FISH); Real-time control; Sequencing batch reactor (SBR); Short-cut nitrification

Author Community:

  • [ 1 ] [Zheng, Y.-N.]Beijing Key Laboratory of Water Quality Science and Water Environment Recovery, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Akio, T.]Maebashi Institute of Technology, Kamisatory-cho, Maebashi Gunma 371-0816, Japan
  • [ 3 ] [Guo, J.-H.]School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China
  • [ 4 ] [Wang, S.-Y.]Beijing Key Laboratory of Water Quality Science and Water Environment Recovery, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Huang, H.-J.]Beijing Key Laboratory of Water Quality Science and Water Environment Recovery, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Wang, Z.-W.]Beijing Key Laboratory of Water Quality Science and Water Environment Recovery, Beijing University of Technology, Beijing 100124, China
  • [ 7 ] [Peng, Y.-Z.]Beijing Key Laboratory of Water Quality Science and Water Environment Recovery, Beijing University of Technology, Beijing 100124, China

Reprint Author's Address:

  • 彭永臻

    [Peng, Y.-Z.]Beijing Key Laboratory of Water Quality Science and Water Environment Recovery, Beijing University of Technology, Beijing 100124, China

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2009

Issue: 9

Volume: 29

Page: 935-940

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 15

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