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• fS <br /> 746 CHAPTER 11: intermittent and Recirculating Packed-Bed Filters <br /> (RPBF) are coarse sand and fine gravel. Gravel and expanded shale are also used <br /> commonly for RPBFs.In the plastic foam filter, developed by Jowett and McMaster <br /> (1995), open-cell foam is used as the filtering medium. <br /> Distribution and Dosing System <br /> A distribution system is required to apply the liquid to be filtered uniformly over the <br /> filtering medium. Both gravity- and pressure-dosed systems have been used. Meth- <br /> ods of application that have been used include spray nozzles,tilting buckets,special <br /> molded plastic sheets, and pressure-dosed manifold distribution systems. The most <br /> common method for dosing IPBFs is with a distribution manifold with evenly spaced <br /> '-in (3-mm) orifices. The size of the manifold distribution pipe is determined such <br /> that the difference in discharge between orifices is not greater than 1.4 percent (see <br /> Fig. 11-4). The dosing manifold, with orifices facing upward, is usually placed on <br /> a gravel layer. The-orifices are usually covered with small orifice shields (see Fig. <br /> I1-5). The orifice shields prevent the gravel medium around the distribution Sys- <br /> tem from blocking the orifices and also prevent discharge from breaking through the <br /> surface.In very cold climates,the dosing system must be designed to allow for drain- <br /> back of any wastewater remaining in the distribution system after the completion of <br /> the dosing cycle, or the orientation of every fourth orifice must be downward. <br /> Single-pass dosing. Dosing of the liquid to be treated onto the packed bed <br /> can be intermittent single-pass or multipass. In single-pass dosing, the liquid to be <br /> treated is applied to the packed bed only once. To optimize the treatment effective- <br /> �r° T <br /> FIGURE 11-4 <br /> Typical distribution system for packed-bed filters.The <br /> distribution system is being tested hydraulically to check <br /> the uniformity of the discharge between orifices. <br />