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饮用水生物滤池的反冲洗机理研究 被引量:8

Study on the Mechanism of Backwashing in Biological filter for Drinking Water
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摘要 研究了反冲洗过程中的两种颗粒脱附力:水流剪切力和颗粒间摩擦力,并将它们同颗粒附着力进行了比较。结果表明,在滤层完全流化状态下,水流的剪切力还不到0.5N/m2,与颗粒附着力相比,是微不足道的;但从反冲洗开始至滤层刚好流化时这段时间内,颗粒之间的摩擦力大小均在100N/m2以上,这样大的摩擦力对颗粒脱附起到了大的作用。在反冲洗过程中,控制好滤层流态是一条控制微生物量的重要途径。 Two forces during the backwashing, the sheer stress of water and the frictional stress between the particles of media, were studied and compared with the adhesion of biofihn. When filter media is completely fluidized, the sheer stress of water is less than 0.5N/m^2. Compared with the adhesion of particles, it is negligible. Before filter media is fluidized, the frictional stress between the media particles is almost more than 100N/m^2, and even more than 1000N/m^2. Thus, the frictional stress played a key role in the detachment of particles. During backwashing, the control of the fluidization is an important approach to control the biofilm.
出处 《净水技术》 CAS 2006年第1期39-41,48,共4页 Water Purification Technology
基金 国家高技术研究发展计划(863)课题 南方地区安全饮用水保障技术(2002AA601120) 清华大学环境科学与工程研究院985重点基金
关键词 生物滤池 反冲洗 机理 biological fiher backwashing mechanism
作者简介 乔铁军(1976-),男。硕士,工程师。研究方向:水处理技术。电话:(0755)82242234(0).E-mail:qiaotiejun@tsinghua.org.cn
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参考文献11

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二级参考文献2

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