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Author:

Liu, C. (Liu, C..) (Scholars:刘超) | Li, Z. (Li, Z..) | Zheng, Z. (Zheng, Z..) | Wang, C. (Wang, C..) | Zhao, B. (Zhao, B..) | Li, J. (Li, J..)

Indexed by:

Scopus PKU CSCD

Abstract:

The metabolism of anammox coupling heterotrophic denitrification process was investigated by continuous cultivation and serum bottle batch tests. Under the conditions of pH of 7.8, water temperature of 25℃, hydraulic detention time (HRT) of 1.5 h and phenol concentration of 18.82 mg/L, coupling reactor could operate stably for a long time. The results show that the removal rates of ammonia and nitrite are as high as 100%, respectively, while the removal rate of TN is 87.51%. The ratio of removed NH4+-N, reomved NO2--N and generated NO3--N is 1:1.49:0.12, the average total nitrogen volumetric loading rate is 2.53/kg(m3·d), and the average total nitrogen volumetric removal rate reaches 2.26 kg/(m3·d). The relationship between heterotrophic denitrification and anammox is cooperative and competitive in the system while total nitrogen is removed through the joint action of denitrifying bacteria and ANAMMOX bacteria. In the coupling system, the proportion of nitrogen removal through ANAMMOX is 86.72% of the total nitrogen removal, however, the heterotrophic denitrification takes up 13.28% (the proportion of denitrification using NO2--N as the electron acceptor is 7.16%, the proportion of denitrification using NO3--N as the electron acceptor is 5.89%). The study of sludge character indicates that the granular sludge has three types: ANAMMOX granular sludge, phenol denitrifying granular sludge and ANAMMOX granular sludge coated by phenol denitrifying bacteria. In addition, the granular sludge has a high inorganic component. The sludge scanning electron microscope photos illustrate that ANAMMOX bacteria is spherical and denitrification bacteria is short rod.

Keyword:

ANAMMOX; Denitrification; Nitrogen removal; Phenol; Sludge characteristics; Stability

Author Community:

  • [ 1 ] [Liu, C.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Li, Z.]School of Water Resources and Environmental Engineering, East China Institute of Technology, Nanchang, 330013, China
  • [ 3 ] [Zheng, Z.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Wang, C.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Zhao, B.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Li, J.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China

Reprint Author's Address:

  • [Li, J.]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of TechnologyChina

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Source :

Chinese Journal of Environmental Engineering

ISSN: 1673-9108

Year: 2014

Issue: 8

Volume: 8

Page: 3137-3142

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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