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Author:

Yang, Q. (Yang, Q..) | Yang, Y.-B. (Yang, Y.-B..) | Yang, Z.-Q. (Yang, Z.-Q..) | Huang, S.-T. (Huang, S.-T..) | Zhou, X.-Y. (Zhou, X.-Y..) | Liu, X.-H. (Liu, X.-H..)

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Scopus PKU CSCD CSSCI

Abstract:

The stability of partial nitrification at different dissolved oxygen (DO) concentration was studied in SBR at room temperature. Under the low DO concentration of 0.5mg/L, the partial nitrification kept stable for 75cycles with the nitrite accumulation rate (NAR) higher than 80%. Until 105cycles, the NAR gradually decreased and the partial nitrification transformed to the complete nitrification. However, using the same sludge, the partial nitrification kept long-term stable of 180cycles under the DO concentration of 2.5mg/L. Furthermore, NAR was higher than 90%. These results indicated under high DO concentration, the stable operation of partial nitrification can be maintained for a long period of time. The oxygen half saturation constant of AOB and NOB, and qPCR tests indicated that low DO might be benefit to the growth of Nitrospira that resulted in the unstable of the partial nitrification. Moreover, under high DO concentration, AOB had higher affinity for oxygen. Therefore, high oxygen concentration could maintain long-term stability of partial nitrification. © 2018, Editorial Board of China Environmental Science. All right reserved.

Keyword:

ammonia-oxidizing bacteria; dissolved oxygen; half-saturation constants of oxygen; nitrite-oxidizing bacteria; partial nitrification

Author Community:

  • [ 1 ] [Yang, Q.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Yang, Y.-B.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Yang, Z.-Q.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Huang, S.-T.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Zhou, X.-Y.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Liu, X.-H.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing, 100124, China

Reprint Author's Address:

  • 刘秀红

    [Liu, X.-H.]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of TechnologyChina

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2018

Issue: 9

Volume: 38

Page: 3328-3334

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: 5

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