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Author:

Zhang, Fangzhai (Zhang, Fangzhai.) | Wang, Shuying (Wang, Shuying.) (Scholars:王淑莹) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻) | Miao, Lei (Miao, Lei.) | Cao, Tianhao (Cao, Tianhao.) | Wang, Zhong (Wang, Zhong.)

Indexed by:

EI PKU CSCD

Abstract:

The mature landfill leachate from sanitary landfill is difficult to treat because of complicated composition, high concentration of ammonia and low C/N. During this study, a CANON (completely autotrophic nitrogen removal over nitrite) process with an intermittent aeration/anaerobic mixing operational mode was applied to remove nitrogen from mature landfill leachate. After domestication of 130 d, the system was stable with the effluent COD, N4+-N and TN (mgL-1) of 40714, 84 and 194 when the influent COD, N4+-N and TN (mgL-1) were 2050250, 162575 and 2005352, respectively. Nitrogen removal from mature landfill leachate could be realized via intermittent aeration/anaerobic mixing CANON process with 98.76% of total nitrogen removal efficiency. Besides, the FISH (Fluorescence in situ hybridization) results showed that under this operational mode, both aerobic ammonium oxidation bacteria and anaerobic ammonium oxidizing bacteria accounted for 19.5%±1.3% and 42.7%±5.02%, respectively, which provided a reference for CANON treating mature landfill leachate in engineering application. © All Right Reserved.

Keyword:

Ammonia Fluorescence microscopy Leachate treatment Mixing Wastewater treatment Chemical oxygen demand Nitrogen removal Aerobic bacteria

Author Community:

  • [ 1 ] [Zhang, Fangzhai]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Shuying]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Peng, Yongzhen]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Miao, Lei]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Cao, Tianhao]Engineering Research Center of Beijing, Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Wang, Zhong]Engineering Research Center of Beijing, 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]engineering research center of beijing, 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: 2016

Issue: 9

Volume: 67

Page: 3910-3918

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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