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生物砂滤池气水反冲洗的最佳运行参数确定 被引量:10

Determination of Optimal Operation Parameters for Air-water Backwashing of Biological Sand Filter
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摘要 以反冲洗最终出水浊度及反冲洗前、后生物砂滤池中生物量和生物活性的变化率为评价指标,通过正交试验确定了生物砂滤池气水反冲洗的最佳运行参数。结果表明,反冲洗后生物砂滤池中的生物量较反冲洗前减少了5.43%~23.18%,生物活性较反冲洗前提高了10.53%~34.48%。气水反冲洗的最佳运行参数:单独气冲强度为10 L/(m2.s)、单独气冲时间为2 min,联合冲洗水冲强度为4 L/(m2.s)、联合冲洗气冲强度为10 L/(m2.s)、联合冲洗时间为5 min,水冲强度为8 L/(m2.s)、水冲时间为4 min,其中气冲强度和水冲时间是影响滤池反冲洗效果的重要因素。 Using the turbidity of discharged backwashing water, the change rate of biomass and bioactivity in biological sand filter before and after backwashing as evaluation indexes, the optimal operation parameters for air-water backwashing in biological sand filter were determined through orthogonal experiment. The results show that the biomass is reduced by 5.43% to 23.18%, and the bioactivity is enhanced by 10.53% to 34.48% in biological sand filter after backwashing compared with that before backwashing. The optimal operation parameters are determined as follows: the single air backwashing intensity, single water backwashing intensity, combined water backw intensity are 10 L/(m^2·s), 8 L/(m^2·s), 4 L/(m^2· s) and 10 ashing intensity and air backwashing L/(m^2·s) respectively, the single air backwashing time, single water backwashing time and combined backwashing time are 2 min, 4 rain and 5 min respectively. The air backwashing intensity and water backwashing time are the important factors influencing backwashing efficiency of the filter.
出处 《中国给水排水》 CAS CSCD 北大核心 2007年第7期102-105,共4页 China Water & Wastewater
基金 河北省自然科学基金资助项目(503400)
关键词 生物砂滤池 反冲洗 生物量 生物活性 正交试验 biological sand filter backwashing biomass bioactivity orthogonal experiment
作者简介 电话:(0310)8578748;E-mail:ehyeli@126.com。
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  • 1蔡升高,姜乃昌.深层均质滤料气水反冲洗运行参数研究[J].中国给水排水,1997,13(S1):44-46. 被引量:6
  • 2王祥权.正向变截面滤床[J].给水排水,1993,19(1):20-24. 被引量:6
  • 3吴光春,唐传祥.快滤池气水反冲洗技术的研究与设计[J].化工给排水设计,1995(4):1-6. 被引量:6
  • 4潘轶雄,朱月海.气水反冲洗均质过滤特性研究[J].给水排水,1996,22(1):5-9. 被引量:3
  • 5齐兵强.曝气生物滤池污水处理中试研究:[学位论文].北京:清华大学,2000..
  • 6北川睦夫 丁瑞芝等(译).活性炭处理水的技术和管理[M].北京:新时代出版社,1987..
  • 7卫生部卫生法制与监督司.生产饮用水卫生规范[M].,2001..
  • 8David Hall, Caroline S, B Fitzpatrick. Research note—spectral analysis of pressure variations during combined air and water backwash of rapid gravity filters. Wat, Sci. Tech. ,1999,33(17) : 3666~ 3672.
  • 9Spath R, H C Flemming, S Wuertz. Sorptlon Properties of Biofilms. Wat,Sci. Tech. , 1998,37(4-5) :207~210.
  • 10Zbigxiew Lewandowski. Rapid Communication-notes on biofilm porosity. Wat. Res. , 2000,34 (9) : 2620 ~ 2024.

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