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改进型曝气生物滤池对生活污水氮去除的影响
引用本文:伦琳,郑正,张继彪,梁越敢.改进型曝气生物滤池对生活污水氮去除的影响[J].环境工程学报,2010,4(5):1017-1022.
作者姓名:伦琳  郑正  张继彪  梁越敢
作者单位:1. 污染控制与资源化研究国家重点实验室,南京大学环境学院,南京210093
2. 污染控制与资源化研究国家重点实验室,南京大学环境学院,南京210093;复旦大学环境科学与工程系,上海200433
基金项目:水利部公益性行业科研专项(200801028)
摘    要:采用下向流中部曝气的运行方式,对生活污水进行了处理,考察了气水比、有机负荷对生物滤池的去除效果及其沿程生化特性。结果表明:水力停留时间为8 h,气水比为10∶1条件下可获得最佳的处理效果,COD、TN和NH4+-N的平均去除率分别为92.5%、48.6%和69.4%。进水有机负荷增加,COD和NH4+-N的去除率下降,TN的去除率可达60.5%。结合理论分析,对脱氮性能进行了探讨。

关 键 词:改进型曝气生物滤池  生活污水  气水比  脱碳脱氮
修稿时间:8/8/2009 12:00:00 AM

Effect of modified biological aerated filter on nitrogen removal of domestic wastewater
Lun Lin,Zheng Zheng,Zhang Jibiao and Liang Yuegan.Effect of modified biological aerated filter on nitrogen removal of domestic wastewater[J].Techniques and Equipment for Environmental Pollution Control,2010,4(5):1017-1022.
Authors:Lun Lin  Zheng Zheng  Zhang Jibiao and Liang Yuegan
Abstract:The aeration system installed in the middle of BAF was used for domestic wastewater treatment.Gas-to-liquid ratios、organic loadings and microbes along the reactor of BAF were investigated.Results indicate that the good performance of BAF can be achieved at hydraulic retention time 8 h,gas-to-liquid ratio 10:1,the average removal rates of COD,TN,NH_4~+-N in optimal stage are 92.5%,48.6%and 69.4%,respectively.Higher organic loadings result in lower efficiencies of COD、NH_4~+-N removal,but the efficiency of TN removal increases to 60.5%.Based on experimental results and theoretical analysis.the mechanism of TN removal was probed.
Keywords:modified biological aerated filter  domestic wastewater  gas-to-liquid ratio  carbon and nitrogen removal
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