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作者:

Gao, Weinan (Gao, Weinan.) | Li, Dong (Li, Dong.) (学者:李冬) | Wu, Di (Wu, Di.) | Zeng, Huiping (Zeng, Huiping.) | Zhang, Jie (Zhang, Jie.) (学者:张杰)

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摘要:

The effect and stability of sewage disposed by anaerobic ammonia oxidation(ANAMMOX) process were explored in ANAMMOX biological filtration.Synthetic wastewater without organic carbon was firstly adopted as influent and total nitrogen(TN) concentration decreased from 240 mg/L to 50 mg/L, and then influent was changed into sewage including organic carbon, which maintained stable and efficient operation for 140 d. The results indicate that ANAMMOX biological filtration can keep good activity at 16-24°C. TN removal rate (NRR) declines significantly with the decrease of temperature and its varying pattern fitted Arrhenius Equation, and the actual activation energy is 62.82 kJ/mol. The disposal performance and stability of the reactor were not affected by the low nitrogen influent, meanwhile, as the inhibition caused by free nitrous acid (FNA) decreases, the NRR increases by 10%. The biological filtration can endure the high hydraulic loading brought by low substrate, and filtration velocity should be controlled between 9.00 and 11.21 m/h integratedly considering NRR, TNR and hydraulic impact. The coupling of ANAMMOX and denitrification can be realised when ρC/ρN is below 0.3 and TNR is improved by 10%. On the condition of 16-24°C, ρ(TN) 50 mg/L, ρ(BOD) 15 mg/L, the reactor gets a stable performance where average effluent TN is 9.38 mg/L, average TNR reaches 81.00%, and average NRR is 0.93 kg/(m3·d), which reaches IA standard of the Urban Sewage Treatment Plant Pollutant Discharge Standard of China for TN. The test lasted for more than 300 d, ANAMMOX biological filtration used to dispose municipal sewage maintains stable, the characteristic ratio of the process is steady and layer is not changed by the variation of filtration velocity and organic carbon source.

关键词:

Activation energy Ammonia Biofiltration Denitrification Effluents Effluent treatment Nitrogen Nitrogen removal Organic carbon Sewage Sewage treatment plants Temperature Wastewater disposal Wastewater treatment

作者机构:

  • [ 1 ] [Gao, Weinan]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Li, Dong]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Wu, Di]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Zeng, Huiping]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Zhang, Jie]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Zhang, Jie]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China

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来源 :

Journal of Central South University (Science and Technology)

ISSN: 1672-7207

年份: 2014

期: 6

卷: 45

页码: 2112-2119

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