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Author:

An, Fang-Jiao (An, Fang-Jiao.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (Scholars:彭永臻) | Dong, Zhi-Long (Dong, Zhi-Long.) | Shao, Zhao-Wei (Shao, Zhao-Wei.) | Zhao, Zhi-Chao (Zhao, Zhi-Chao.) | Huang, Jian-Ming (Huang, Jian-Ming.) | Chen, Yong-Zhi (Chen, Yong-Zhi.)

Indexed by:

EI Scopus PKU PubMed CSCD

Abstract:

The effects of low substrate ratio, cooling methods, and pH on nitrogen removal performance were studied in a laboratory-scale anaerobic ammonium oxidation reactor (ASBR) while treating simulated domestic waste water. The results illustrated that the average removal efficiencies of NH4+-N and NO2--N increased from 54.4% and 65.3% to 95.8% and 92.5%, respectively, at a temperature of 30and an influent concentration of NO2--N of (30±0.2)mg•L-1. The substrate ratio (NO2--N/NH4+-N) increased from 0.9 to 1.4.However, the removal efficiency of NH4+-N was affected negligibly, and the average removal efficiency of NO2--N decreased to 54.6% when the substrate ratio was increased to 1.6, suggesting that the nitrogen removal performance of anaerobic ammonium oxidation was best when the substrate ratio was close to the theoretical value of 1.32.The average removal efficiencies of NH4+-N and NO2--N decreased from 97.5% and 98.5% to 35.2% and 40.1%, respectively, when the temperature of the reactor dropped from 30 to 15 at one time. The average removal efficiencies of NH4+-N and NO2--N dropped from 97.7% and 98.6% to 52.7% and 62.4%, respectively, when the ladder cooling method(30FY125FY120FY115)was used. The average removal efficiencies of NH4+-N and NO2--N increased initially and then decreased when the pH was increased gradually from 7.7 to 8.5.The highest nitrogen removal efficiency was achieved when the pH was controlled at 8.3 with a substrate ratio of NO2--N/NH4+-N equal to 1.4. © 2018, Science Press. All right reserved.

Keyword:

Oxidation Ammonia pH Cooling Wastewater treatment Nitrogen removal Water treatment Nitrogen oxides Efficiency

Author Community:

  • [ 1 ] [An, Fang-Jiao]School of Environmental and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou; 730070, China
  • [ 2 ] [Peng, Yong-Zhen]National Engineering Laboratory of Urban Sewage Advanced Treatment and Resource Utilization Technology, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Dong, Zhi-Long]School of Environmental and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou; 730070, China
  • [ 4 ] [Shao, Zhao-Wei]School of Environmental and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou; 730070, China
  • [ 5 ] [Zhao, Zhi-Chao]School of Environmental and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou; 730070, China
  • [ 6 ] [Huang, Jian-Ming]School of Environmental and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou; 730070, China
  • [ 7 ] [Chen, Yong-Zhi]School of Environmental and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou; 730070, China

Reprint Author's Address:

  • [chen, yong-zhi]school of environmental and municipal engineering, lanzhou jiaotong university, lanzhou; 730070, china

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Source :

Environmental Science

ISSN: 0250-3301

Year: 2018

Issue: 6

Volume: 39

Page: 2770-2777

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 5

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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