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Author:

Bian, Wei (Bian, Wei.) | Liang, Dongbo (Liang, Dongbo.) | Zhang, Shuyan (Zhang, Shuyan.) | Li, Jun (Li, Jun.) | Zhao, Qing (Zhao, Qing.) | Sun, Yiqing (Sun, Yiqing.)

Indexed by:

Scopus SCIE

Abstract:

To promote the application of nitritation in actual domestic wastewater treatment, stable partial nitritation (PN) in a moving bed biofilm reactor treating low strength wastewater at low temperature (15 degrees C, 12 degrees C and 8 degrees C) was successfully achieved under high dissolved oxygen (DO) concentration through ratio control which was the ratio of DO and total ammonia nitrogen (TAN). The mechanism of achieving nitritation through ratio control and the effect of organic carbon contained in wastewater on achieving stable PN at temperature of 8 degrees C were investigated. Results indicated that at temperature of 12 degrees C stable nitritation could be achieved through controlling ratio not exceeding 0.16 exerting effective repression on NOB populations which would be washed out slowly. Organic carbon is largely beneficial to achievement of stable PN at temperature of 8 degrees C, resulting in looser oxygen-limited conditions (DO/TAN: 0.2) than that (DO/TAN: 0.16) at temperature of 12 degrees C. But not the more organic carbon the better nitritation performance, an equal number of COD (C/N = 1) should be adequate. In practical applications, to achieve stable PN for actual mainstream under high DO concentration at temperature not lower than 8 degrees C, TAN-dominated ratio control should be a suitable control strategy.

Keyword:

Organic carbon Ratio control Partial nitritation Wash-out of NOB Low temperature Low strength wastewater

Author Community:

  • [ 1 ] [Bian, Wei]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment, Beijing 100124, Peoples R China
  • [ 2 ] [Liang, Dongbo]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment, Beijing 100124, Peoples R China
  • [ 3 ] [Li, Jun]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment, Beijing 100124, Peoples R China
  • [ 4 ] [Zhao, Qing]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment, Beijing 100124, Peoples R China
  • [ 5 ] [Sun, Yiqing]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment, Beijing 100124, Peoples R China
  • [ 6 ] [Bian, Wei]Natl Energy Investment Grp Co Ltd, Beijing 100011, Peoples R China
  • [ 7 ] [Zhang, Shuyan]China Energy Saving & Emiss Reduct Co Ltd, Natl Energy Investment Grp, Beijing 100011, Peoples R China

Reprint Author's Address:

  • [Bian, Wei]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment, Beijing 100124, Peoples R China;;[Bian, Wei]Natl Energy Investment Grp Co Ltd, Beijing 100011, Peoples R China

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Source :

DESALINATION AND WATER TREATMENT

ISSN: 1944-3994

Year: 2018

Volume: 129

Page: 84-93

1 . 1 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:156

JCR Journal Grade:3

Cited Count:

WoS CC Cited Count: 2

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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