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Author:

Liu, Yang (Liu, Yang.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (Scholars:彭永臻) | Han, Yu-Wei (Han, Yu-Wei.) | Ma, Wen-Jin (Ma, Wen-Jin.) | Zeng, Wei (Zeng, Wei.) (Scholars:曾薇)

Indexed by:

EI Scopus PKU CSCD

Abstract:

Thermal hydrolysis facilitates anaerobic digestion process, but raises the possibility of free ammonia inhibition. This study evaluated the effect of free ammonia on the methanogenic ability of the thermal hydrolysis and mesophilic combined process treating waste activated sludge (WAS) with conventional single phase process as comparision. At the volumetric organic loading rates of 1.74~4.27 gVS/(L·d), the combined process had 89%~121% methane production and 1.21~1.46 times volatile solids reduced than the conventional process. But it produced free ammonia (FA) ranging 89~382 mgN/L, much higher than that (37~84 mgN/L) in the conventional process. Anaerobic microorganisms in both processes acclimated to high FA concentrations. The aceticlastic methanogenesis pathway was barely affected in the conventional process with FA increasing from 43 to 84 mgN/L, while the activity of aceticlastic methanogens was inhibited in the combined process with FA concentration higher than 264 mgN/L. The interaction of FA concentration, BMP utilization ratio, the inhibition of aceticlastic methanogenesis and volatile fatty acid (VFA) accumulations indicated the combined process was mainly affected by nitrogen loading, which was different from organic loading limited conventional process. At high solid concentration, nitrogen loading rates should be considered as an limiting operational parameter for thermal hydrolysis anaerobic digestion process. ©, 2015, Chinese Society for Environmental Sciences. All right reserved.

Keyword:

Ammonia Sludge digestion Hydrolysis Anaerobic digestion Nitrogen Activated sludge process Volatile fatty acids

Author Community:

  • [ 1 ] [Liu, Yang]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 ] [Peng, Yong-Zhen]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 ] [Han, Yu-Wei]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Ma, Wen-Jin]Beijing Drainage Group, Beijing; 100044, China
  • [ 5 ] [Zeng, Wei]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:

  • 彭永臻

    [peng, yong-zhen]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 :

China Environmental Science

ISSN: 1000-6923

Year: 2015

Issue: 9

Volume: 35

Page: 2650-2657

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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