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Toxicity Reduction of Municipal Wastewater by Anaerobic-anoxic-oxic Process 被引量:5

Toxicity Reduction of Municipal Wastewater by Anaerobic-anoxic-oxic Process
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摘要 Objective This study was conducted to optimize the operational parameters of anaerobic-anoxic-oxic (A^2/O) processes to reduce the toxicity of municipal wastewater and evaluate its ability to reduce toxicity. Methods A luminescent bacterium toxicity bioassay was employed to assess the toxicity of influent and effluent of each reactor in the A2/O system. Results The optimum operational parameters for toxicity reduction were as follows: anaerobic hydraulic retention time (HRT) = 2.8 h, anoxic HRT = 2.8 h, aerobic HRT = 6.9 h, sludge retention time (SRT) = 15 days and internal recycle ratio (IRR) = 100%. An important toxicity reduction (%) was observed in the optimized A2/O process, even when the toluene concentration of the influent was 120.7 mg·L^-1. Conclusions The toxicity of municipal wastewater was reduced significantly during the A^2/O process. A^2/O process can be used for toxicity reduction of municipal wastewater under toxic-shock loading. Objective This study was conducted to optimize the operational parameters of anaerobic-anoxic-oxic (A^2/O) processes to reduce the toxicity of municipal wastewater and evaluate its ability to reduce toxicity. Methods A luminescent bacterium toxicity bioassay was employed to assess the toxicity of influent and effluent of each reactor in the A2/O system. Results The optimum operational parameters for toxicity reduction were as follows: anaerobic hydraulic retention time (HRT) = 2.8 h, anoxic HRT = 2.8 h, aerobic HRT = 6.9 h, sludge retention time (SRT) = 15 days and internal recycle ratio (IRR) = 100%. An important toxicity reduction (%) was observed in the optimized A2/O process, even when the toluene concentration of the influent was 120.7 mg·L^-1. Conclusions The toxicity of municipal wastewater was reduced significantly during the A^2/O process. A^2/O process can be used for toxicity reduction of municipal wastewater under toxic-shock loading.
出处 《Biomedical and Environmental Sciences》 SCIE CAS CSCD 2010年第6期481-486,共6页 生物医学与环境科学(英文版)
基金 supported by the National Science Foundation Project grants of China(No.50878165,No.21007010) the Program for New Century Excellent Talents in University(NCET-08-0403) the Research Fund for the Doctoral Program of Higher Education of China(No.20090075120007) the Shanghai Committee of Science and Technology,China(No.09230500200) the Fundamental Research Funds for the Central Universities of China(No.10D11308) the Key Special Program on the S&T for the Pollution Control and Treatment of Water Bodies(No. 2008ZX07316-003) the Shanghai Leading Academic Discipline Project (No.B604)
关键词 A^2/O process Municipal wastewater Toxicity reduction Process optimization Toxic-shock loading A^2/O process Municipal wastewater Toxicity reduction Process optimization Toxic-shock loading
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同被引文献29

  • 1杨云龙,闫鸿远.A^2/O脱氮除磷工艺[J].山西建筑,2004,30(22):85-86. 被引量:10
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