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Author:

Zheng, Bing-Yu (Zheng, Bing-Yu.) | Zhang, Shu-Jun (Zhang, Shu-Jun.) | Zhang, Liang (Zhang, Liang.) | Yang, An-Ming (Yang, An-Ming.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (Scholars:彭永臻)

Indexed by:

EI Scopus PKU CSCD

Abstract:

Landfill leachate as the research object, the organics and nitrogen removal characteristics of UASBdecarbonize-integrated ANAMMOX process were studied. The results showed that: the process can achieve efficient carbon removal. With the influent COD concentration of 6210-16365 mg/L, TN concentration of 990-2100 mg/L, the effluent COD concentration was 655 mg/L, the minimum effluent TN concentration was 39.9 mg/L. Influent biodegradable COD were mainly removed in UASB and decarbonize tank. The removal efficiency was respectively 59% and 31%. while the left inert organic substances flowed into the integration ANAMMOX tank. TN removal took place in decarbonizes and integrated ANAMMOX tank. TN removal in decarbonize tank accounted for 53%, which was mainly through denitrification and simultaneous nitrification and denitrification removal. TN removal in ANAMMOX tank accounted for 46%, which was mainly through the synergy of AOB and AnAOB. When the effluent of decarbonize tank contained biodegradable organic matters, the autotrophic nitrogen removal process in the subsequent integration ANAMMOX tank was inhibited seriously. Full degradation of organics in decarbonize tank is the key factor for effective nitrogen removal in the whole system.

Keyword:

Denitrification Chemical oxygen demand Wastewater treatment Ammonia Leachate treatment Tanks (containers) Effluents Nitrogen removal Nitrification

Author Community:

  • [ 1 ] [Zheng, Bing-Yu]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhang, Shu-Jun]Beijing Drainage Group Co. Ltd., Beijing 100022, China
  • [ 3 ] [Zhang, Liang]Beijing Drainage Group Co. Ltd., Beijing 100022, China
  • [ 4 ] [Yang, An-Ming]Beijing Drainage Group Co. Ltd., Beijing 100022, China
  • [ 5 ] [Peng, Yong-Zhen]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Engineering Research Center of Beijing, Beijing University of Technology, Beijing 100124, China

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2014

Issue: 7

Volume: 34

Page: 1728-1733

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: 10

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