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作者:

Yi, P. (Yi, P..) | Zhang, S.-J. (Zhang, S.-J..) | Gan, Y.-P. (Gan, Y.-P..) | Chang, J. (Chang, J..) | Peng, Y.-Z. (Peng, Y.-Z..) (学者:彭永臻) | Cao, X.-S. (Cao, X.-S..)

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摘要:

Using a three-sludge system consisted of anaerobic/oxic(A/O) process, partial nitritation and anaerobic ammonium oxidation(ANAMMOX) reactors, cost-effective removal of nitrogen and phosphate from municipal wastewater was achieved. The experimental results showed that effluent total phosphorus(TP) of the A/O system was less than 0.5 mg/L under hydraulic retention time(HRT) of 3.6 h. Partial nitritation with nitrite accumulation efficiency of 75%-96% was realized in the partial nitritation system under room temperature, DO < 0.2 mg/L and HRT of 4.6 h. Under temperature of 27-30°C and HRT of 1.4 h, effluent total nitrogen(TN) and TN removal rate of ANAMMOX reactor were less than 8 mg/L with the minimum value of 1.6 mg/L and 0.57 kg/(m3 · d), respectively. In the three-sludge system, phosphate accumulating organisms, ammonia-oxidizing bacteria and Anammox bacteria existed under suitably environmental condition to optimize the microbial community structure and improve treatment efficiency of various units. Autotrophic nitrogen removal can reduce 62.5% of the oxygen supply, save 100% of denitrification carbon sources theoretically, lower the sludge production, and greatly decrease carbon dioxide emission. As compared to traditional biological nutrient removal process, the three-sludge system has great advantages and potential in energy saving and carbon dioxide emission reduction to realize sustainable development of water resources.

关键词:

ANAMMOX; Enhanced biological phosphorus removal; Municipal wastewater; Partial nitritation; Three-sludge system

作者机构:

  • [ 1 ] [Yi, P.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhang, S.-J.]Beijing Drainage Group Co. Ltd., Beijing 100022, China
  • [ 3 ] [Gan, Y.-P.]Beijing Drainage Group Co. Ltd., Beijing 100022, China
  • [ 4 ] [Chang, J.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Peng, Y.-Z.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Cao, X.-S.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

通讯作者信息:

  • [Zhang, S.-J.]Beijing Drainage Group Co. Ltd., Beijing 100022, China

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来源 :

Environmental Science

ISSN: 0250-3301

年份: 2010

期: 10

卷: 31

页码: 2390-2397

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