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Author:

Yang, Qing (Yang, Qing.) | Yang, Yubing (Yang, Yubing.) | Li, Jianmin (Li, Jianmin.) | Feng, Hongli (Feng, Hongli.) | Zhou, Xueyang (Zhou, Xueyang.) | Liu, Xiuhong (Liu, Xiuhong.)

Indexed by:

EI PKU CSCD

Abstract:

To achieve high-efficiency and low-consumption stable removal of municipal wastewater, the start-up and nitrogen removal performance of partial nitration-anaerobic ammonium oxidation(Anammox) process were studied under normal temperature conditions. The results showed that real-time control strategy can quickly start partial nitrification under high DO (2.5 mg•L-1) conditions. The unique structure of biofilm provides Anammox bacteria with good anaerobic environment in the presence of dissolved oxygen. Overcame temperature changes during start-up. After 173 d, the removal rate of ammonia nitrogen and nitrite reaches more than 90%, the removal rate of total nitrogen (TN) approach to 80%. Anammox filter started successfully after 173 d. The nitrogen removal performance of the coupled system under different filtration conditions was studied. The results showed that the total nitrogen volumetric loading of the coupled system reached 0.75 kg•m-3•d-1 when the filtration rate was 0.5 m•h-1. The average concentration of TN in the effluent was 8 mg•L-1. The nitrogen of municipal wastewater could be treated stably and efficiently through partial nitrification-anaerobic ammonia oxidation process. © All Right Reserved.

Keyword:

Biofilms Sewage Ammonia Temperature Molecular biology Nitration Filtration Oxidation Effluents Nitrification Nitrogen removal Wastewater treatment Real time control Dissolved oxygen Model predictive control

Author Community:

  • [ 1 ] [Yang, Qing]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Yang, Yubing]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Li, Jianmin]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Feng, Hongli]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhou, Xueyang]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Liu, Xiuhong]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, xiuhong]national engineering laboratory for advanced municipal wastewater treatment and reuse technology, beijing university of technology, beijing; 100124, china

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Source :

CIESC Journal

ISSN: 0438-1157

Year: 2018

Issue: 8

Volume: 69

Page: 3635-3642

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: 12

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