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A percolation biofilm-growth model for biomass clogging in biofilters.

机译:用于生物滤池中生物质堵塞的渗流生物膜生长模型。

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摘要

Biomass accumulation has been recognized as a limiting factor in the operation of biofilters. As the biofilm thickens, portions at the base may no longer be exposed to contaminants and oxygen. Smaller pores are filled with biomass so that air no longer flows into them. As pores are blocked, air may be prevented from reaching some pores even when they are not filled. Eventually blockage becomes sufficiently widespread so that increasing head loss and decreasing removal efficiency require that the system be shut down. Optimization necessitates a better understanding of the mechanisms by which biofilter clogs. Percolation theory was developed for application to similar problems in other fields such as oil recovery and catalyst bed design. In this work, a numerical percolation model of the blockage process was developed for application to biofilters. It allows comparison of pore blockage histories for various pore size distributions, and predicts biomass accumulation, head loss, and treatment efficiency as a function of time, as well as total time until blockage prevents further operation.; A model was developed and applied to two theoretical biofilters having log-normal pore size distribution with mu= 4 and 7. It was also used to simulate two bench-scale biofilters with experimentally determined pore size distributions.; This model accounts for biomass growth and its impact on head loss, contaminant removal and channeling in the biofilter. It will be useful in biofilter design, particularly in the choice of appropriate packing. A complete understanding of the clogging process, and ultimately its control, would increase biofilter efficiency and broaden the range of applications.; Finally, the removal efficiency of granular filters packed with lava rock and sand was studied for collection of airborne particles 0.05 to 2.5mum in diameter in anticipation of the possibility that either inert granular filters or biofilters could be used for treatment of fine particles. The effects of filter depth, packing wetness, grain size and flow rate on collection efficiency were investigated. Packed-bed granular filters were proved effective for removal of fine and ultrafine particles from air.
机译:生物质积累已被认为是生物过滤器运行的限制因素。随着生物膜增厚,基部的部分可能不再暴露于污染物和氧气。较小的孔中充满了生物质,因此空气不再流入其中。由于孔被堵塞,即使没有填充,也可能会阻止空气进入某些孔。最终,堵塞变得十分普遍,以至于增加的水头损失和降低的去除效率要求关闭系统。优化需要更好地了解生物滤池堵塞的机理。渗流理论是为在其他领域(例如采油和催化剂床设计)中的类似问题应用而开发的。在这项工作中,开发了阻塞过程的数值渗流模型,以应用于生物滤池。它可以比较各种孔径分布情况下的孔堵塞历史,并预测生物量积累,压头损失和处理效率随时间的变化,以及直至堵塞阻止进一步操作所需的总时间。开发了一个模型,并将其应用于两个具有mu = 4和7的对数正态孔径分布的理论生物滤池。该模型还用于模拟两个具有实验确定的孔径分布的台式生物滤池。该模型说明了生物量的增长及其对压头损失,污染物去除和生物滤池中通道的影响。这将在生物滤池设计中有用,特别是在选择合适的包装时。全面了解堵塞过程,并最终对其进行控制,将提高生物过滤器的效率并扩大应用范围。最后,研究了填充有熔岩和沙子的颗粒过滤器的去除效率,以收集直径为0.05至2.5μm的空气中颗粒,以预期惰性颗粒过滤器或生物过滤器可用于处理细颗粒的可能性。研究了过滤器深度,填料湿度,粒度和流速对收集效率的影响。事实证明,填充床颗粒过滤器可有效去除空气中的细颗粒和超细颗粒。

著录项

  • 作者

    Ozis, Fethiye.;

  • 作者单位

    University of Southern California.;

  • 授予单位 University of Southern California.;
  • 学科 Engineering Environmental.
  • 学位 Ph.D.
  • 年度 2005
  • 页码 221 p.
  • 总页数 221
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 环境污染及其防治;
  • 关键词

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