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Author:

Gong, Youkui (Gong, Youkui.) | Ren, Lifang (Ren, Lifang.) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻)

Indexed by:

EI PKU CSCD

Abstract:

At normal temperature of (20±2.0), using actual domestic wastewater as influent substrate and carbon fibre as biological carriers (filling rate 35%), the simultaneous nitrification and denitrification via nitrite was achieved in a sequencing batch biofilm reactor under limited DO concentrations. The results of fluorescence in-situ hybridization (FISH) demonstrated that the ammonia oxidizing bacteria (AOB) became the dominant species in the nitrification process under limited DO concentration. During the anoxic and the initial aerobic process, the external COD was taken up and converted to polyhydroxyalkanoate (PHA), which can be used as internal carbon sources for the following denitrification. DO=0.5 mg/L, the NH4+-N removal, TN removal and simultaneous nitrification and denitrification efficiency was more than 95%, 80.4% and 77.9%, respectively. The concentration of NOx--N in the effluent was less than 10 mg/L and mainly in the form of NO2--N. When the DO concentration was controlled at 2.0, 1.2 and 0.5 mg/L, the N2O emission was 1.38, 2.39 and 1.65 mg/L, respectively. Both the aerobic denitrification process of AOB and the denitrification of NOx--N with PHA as carbon source at the presence of lower oxygen can lead to the release of N2O. The long time of lower DO conditions promoted AOBs competitive advantage, formed a micro-environment for denitrifiers, reduced the COD degradation rate, and provided an external carbon source as an electronic donor for denitrification, thereby reducing N2O emissions. © All Right Reserved.

Keyword:

Ammonia Fluorescence microscopy Carbon fibers Denitrification Bacteria Nitrification Effluents Competition Nitrogen oxides Degradation

Author Community:

  • [ 1 ] [Gong, Youkui]Department of Architecture Engineering, Yantai Vocational College, Yantai; Shandong; 264000, China
  • [ 2 ] [Gong, Youkui]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Ren, Lifang]Department of Architecture Engineering, Yantai Vocational College, Yantai; Shandong; 264000, China
  • [ 4 ] [Peng, Yongzhen]National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • [gong, youkui]department of architecture engineering, yantai vocational college, yantai; shandong; 264000, china;;[gong, youkui]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: 2019

Issue: 4

Volume: 70

Page: 1550-1558

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 5

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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