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废水回用工艺中曝气生物滤池的特性研究
引用本文:张树德,郎华伟,吴百春.废水回用工艺中曝气生物滤池的特性研究[J].油气田环境保护,2009,19(3):36-38.
作者姓名:张树德  郎华伟  吴百春
作者单位:1. 中国石油集团安全环保技术研究院
2. 河北理工大学建筑工程学院
摘    要:以页岩陶粒为滤料,对曝气生物滤池的运行性能进行了研究。通过考察水力负荷对COD、氨氮去除效果的影响试验,容积负荷对COD去除效果试验,BAF对浊度的去除效果、抗冲击能力试验;结果显示:COD最佳水力负荷为7.0m3/h,NH4+-N最佳水力负荷为5.0m3/h,COD最佳容积负荷为5.89kg/(m3.d);进水浊度平均为12.7NTU,出水浊度平均为3.5NTU时,平均去除率为72.4%。水力冲击负荷对硝化菌的影响较小,而对异养菌影响较大。

关 键 词:废水回用  曝气生物滤池  水力负荷  COD  氨氮  去除

Study on Characteristics of Biological Aerated Filter in Waste Water Reuse Process
Zhang Shude,Lang Huawei,Wu Baichun.Study on Characteristics of Biological Aerated Filter in Waste Water Reuse Process[J].Environmental Protection of Oil & Gas Fields,2009,19(3):36-38.
Authors:Zhang Shude  Lang Huawei  Wu Baichun
Abstract:The characteristics of BAF running in waste water reuse were studied. Tests were done including COD and NH4+-N removal by hydraulic load,COD removal by volume load,turbidity reduction and by BAF and resistance of hydraulic impact. The results showed that the best hydraulic load of COD was 7.0 m3/h; the best hydraulic load of NH4+-N was 5.0m3/h; the best volume load was 5.89 kg/(m3·d); the average turbidity removal rate of BAF was 72.4% with the average influent turbidity 12.7 NTU and the average effluent turbidity 3.5 NTU. Hydraulic impact load had little effects on autotrophic bacteria,but great effects on heterotrophic bacteria.
Keywords:COD
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