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曝气生物滤池处理城市污水的试验研究 被引量:4

Research On The Biological Aerated Filter ToTreat Municipal Wastewater.
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摘要 采用两级曝气生物滤池处理含工业废水的城市污水.结果表明:在水温26.7~29.5℃,气/水比6∶1,进水CODcr浓度为260~600mg/L,NH3浓度为52~90mg/L、SS浓度为60~90mg/L、滤速为2.2m/h条件下,系统取得了良好的处理效果,其CODcr、NH3、SS的平均去除效率分别达到80.2%、97.8%、95.4%、出水CODcr、NH3、SS浓度满足污水综合排放要求. This paper focused on the removal performance of the municipal wastewater treatment with the Biological Aerated Filter(BAF).The results showed that at the condition of the air/water ration of 6∶1,the water temperature of 26.7~29.5℃,the influent COD_ cr concentration of 260~600mg/L,the influent NH_3 concentration of 52~90mg/L,the filtration velocity of 2.2m/h,removal efficiencies of COD_ cr,NH_3,and SS reached 80.2%,97.8%,95.4% respectively.The treated effluent meets the National Wastewater Integrated Discharge Standard.
出处 《环境保护科学》 CAS 2005年第2期18-20,共3页 Environmental Protection Science
基金 山东省环保局资助项目(59738150)
关键词 城市污水 滤池处理 试验研究 生物 曝气 CODCR NH3 工业废水 处理效果 去除效率 排放要求 浓度 SS 出水 Biological Aerated Filter Municipal Wastewater Industrial Wastewater
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参考文献4

  • 1齐兵强,王占生.曝气生物滤池在污水处理中的应用[J].给水排水,2000,26(10):4-8. 被引量:132
  • 2Xavier Le Tallec et al.Effect of influent quality variability on bilfilter operation[J].Wat Sci Tech,1997,36(1):111~117.
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二级参考文献6

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