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Direct filtration using coarse media and dual media filters in series

机译:使用粗介质和双介质过滤器串联直接过滤

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摘要

A filtration system consisting of coarse media filters in series with standard dual media filters was proposed and evaluated as an alternative for direct filtration of high turbidity waters. The coarse media filters utilized a 3.08 mm uniform sand with a media depth of 1.32 m;The study was divided into three phases. The first phase involved the use of jar tests to determine optimum coagulants and approximate dosages for direct filtration. The jar test results were used in the second phase of study which involved laboratory pilot filter studies. The optimum alum dosage in the pilot plant studies was less than that determined in the jar test. Successful filter runs were possible with influent solids concentrations of 100 mg/l of kaolin or less. Headloss development (3 m maximum) limited the filter run lengths at kaolin concentrations of 25 and 50 mg/l. With 100 mg/l of kaolin, filter runs were terminated due to turbidity breakthrough. The third phase of the study involved a pilot plant field investigation using Des Moines river water as the raw water source. The chemical coagulants used in the laboratory did not produce acceptable results during the field study. The difference in chemical requirements was attributed to the nature of the raw water turbidity. The turbidity in the Des Moines river water was attributed mainly to the presence of diatoms;Particle deposition in the coarse media filters was recorded photographically during the laboratory filter runs. The particles were deposited in the filters by first coating the media. Next, the particles filled the media void spaces. The filling of the void spaces resulted in the development of narrow channels through which the suspension was transferred deeper into the filter;Two mathematical models were applied to the laboratory pilot filter data. Both models agreed reasonably well with the experimental data and were subsequently used to develop design curves. Design considerations for both small and large system applications were evaluated;The results of the study indicated that coarse media filters in series with standard dual media filters can be used successfully in extending the process of direct filtration to waters of higher turbidity than presently acceptable.
机译:提出了一种由粗滤器与标准双滤器串联组成的过滤系统,并作为直接过滤高浊度水的替代方法进行了评估。粗滤器使用3.08 mm的均匀砂,滤深为1.32 m;该研究分为三个阶段。第一阶段涉及使用广口瓶测试来确定最佳混凝剂和直接过滤的近似剂量。罐子测试结果用于研究的第二阶段,该阶段涉及实验室中试过滤器研究。中试植物研究中的最佳明矾剂量小于广口瓶试验中确定的最佳明矾剂量。进水固体浓度为100 mg / l或以下的高岭土,可能会成功进行过滤。头漏的产生(最大3 m)限制了高岭土浓度为25和50 mg / l时过滤器的运行时间。对于100 mg / l的高岭土,由于混浊度的突破而终止了过滤运行。研究的第三阶段涉及使用得梅因河水作为原水源的工厂试点调查。实验室中使用的化学混凝剂在现场研究期间未产生可接受的结果。化学要求的差异归因于原水浊度的性质。得梅因河水中的浊度主要归因于硅藻的存在;在实验室滤池运行过程中,通过照相方式记录了粗滤池中的颗粒沉积。通过首先涂覆介质将颗粒沉积在过滤器中。接下来,颗粒填充了介质空隙空间。空隙的填充导致狭窄通道的发展,悬浮液通过狭窄通道更深地转移到过滤器中;两个数学模型应用于实验室中试过滤器数据。两种模型均与实验数据相当吻合,随后用于开发设计曲线。评估了小型和大型系统应用的设计考虑因素;研究结果表明,与标准双介质过滤器串联的粗介质过滤器可以成功地用于将直接过滤过程扩展到比目前可接受的浊度更高的水中。

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  • 作者

    Peterson, Merrill A.;

  • 作者单位
  • 年度 1981
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  • 原文格式 PDF
  • 正文语种 en
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