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Author:

Jia, Shuyuan (Jia, Shuyuan.) | Wang, Shuying (Wang, Shuying.) (Scholars:王淑莹) | Zhao, Ji (Zhao, Ji.) | Li, Xiyao (Li, Xiyao.) | Zhang, Qiong (Zhang, Qiong.) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻)

Indexed by:

EI PKU CSCD

Abstract:

Glycogen accumulating organisms (GAOs) has been enriched in the anaerobic-aerobic sequencing batch reactor (AO-SBR) (drained after anaerobic) with glucose as the carbon source and the P/C ratio less than 2/100. PRA was less than 1.0 mg•L-1. The content of gly was 1.2 times the initial stage of GAOs enrichment. The domesticated GAOs cultured in anaerobic-anoxic operation could proceed endogenous denitrification reaction with NO2--N and NO3--N as endogenous carbon source. GAOs used intracellular poly-β-hydroxyvalerate (PHV), poly-β-hydroxyvalerate (PHB) and glycogen (gly) in turns as carbon source in endogenous denitrification process. The average endogenous denitrification rate of DGAOs using NO2--N and NO3--N as electron acceptors were 0.067 g N•(g VSS)-1•d-1 and 0.023 g N•(g VSS)-1•d-1 at 22, respectively. Short-range endogenous denitrification rate was about three times as much as endogenous denitrification rate at normal temperature. © All Right Reserved.

Keyword:

Blast enrichment Denitrification Carbon Anoxic water Batch reactors Nitrogen oxides Water aeration

Author Community:

  • [ 1 ] [Jia, Shuyuan]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Shuying]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Zhao, Ji]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Li, Xiyao]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhang, Qiong]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Peng, Yongzhen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • 王淑莹

    [wang, shuying]national engineering laboratory for advanced municipal wastewater treatment and reuse technology, key laboratory of beijing for water quality science and water environment recovery engineering, beijing university of technology, beijing; 100124, china

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Source :

CIESC Journal

ISSN: 0438-1157

Year: 2017

Issue: 12

Volume: 68

Page: 4731-4738

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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