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438                            Fundamentals of Water Treatment Unit Processes: Physical, Chemical, and Biological



            assemblies, for example, wet-cake discharge, vertical oriented  atmosphere and the pump is on the effluent side of the filters,
            tank-vertical septum leaves, vertical tank-horizontal leaves, as  creating a negative pressure within the septum.
            well as different kinds of septum materials and construction.
                                                               14.3.1.1.3  Septum
            The sizes of single tanks may be in the range of 914   d(tank)
            1829 mm (36–72 in.) with 6   N(leaves)   34 (Durco Filters
                                                               The most common septum shape is the vertical leaf. As seen
            by Ascension Industries, 2009). A system may be purchased
                                                               in Figure 14.11, the vertical leaf filter is a disk with septum on
            as a ‘‘package’’ from a manufacturer or the tank–septum
                                                               both sides with vertical orientation. To permit the buildup of
            system is purchased with components designed and obtained
                                                               cake and to provide for the uniform circulation of diatomite
            separately. For smaller systems, a skid-mounted ‘‘package’’
                                                               slurry, without cake erosion, the discs should be spaced suf-
            system may be more practical and for larger systems, individ-
                                                               ficiently far apart.
            ual design may be more appropriate.
                                                                  The septa have been made of a variety of materials, for
                                                               example, stainless steel wire cloth, synthetic fabrics, and
            14.3.1.1  Equipment                                porous stone. The stainless steel wire cloth fits most of the
            As noted previously, a variety of septum shapes have been  criteria for a suitable septum material. Required openings in
            provided by manufacturers along with different kinds of tanks  one direction are  0.13 mm (0.005 in.) (Bell, 1962, p. 1245).
            and approaches to septum cleaning. A system design always  A sieve size of U.S. Standard 60, however, has an opening of
            involves  2 tanks, each with its own set of components. In  0.25 mm (a Tyler 60 sieve has the same opening), which was
            other words, the system design is modular, that is, the same  used at Vacaville. Generally, the septum openings are larger
            design is repeated for each tank. This means also that there is  than the coarsest grades of DE. Bridging over the openings
            no theoretical limit to the size of an installation.  occurs as the pre-coat is circulated; once the bridging starts,
                                                               the pre-coat is formed.
            14.3.1.1.1  Pressure Filters                          While the purpose of the septum is to retain pre-coat, it
            A pressure filter is characterized by positive pressures in the  requires support by a structure that can withstand the pressure
            tank, such as shown in Figure 14.11. Figure 14.12 illustrates  differential, for example, 207–345 kPa (30–50 psi) without
            the pressure changes through the system in terms of the  significant flex. The septum material should also have negli-
            hydraulic grade line (HGL). As seen, the HGL is sloped  gible hydraulic resistance, which also provides for backflow
            down (i.e., negative slope) at the beginning to show friction  hydraulic flushing. The design of the septum assembly also
            headloss in the influent pipe. At the pump, the pipe and,  requires provision for easy drainage.
            consequently, the tank, is pressurized. On the effluent side, a
            tailwater overflow weir depicts the terminal head. The sharp  14.3.1.1.4  Sizes
            drop in the HGL on the right side of the tank is the headloss  Tank–septum assemblies may be oriented with axis horizontal
            across the filter tank (more specifically across the filter cake).  or vertical and so their ‘‘footprint’’ area may vary with orien-
            Alternatively, if a reservoir is located on the influent side, the  tation. But to give an indication of size, data are excerpted
            pump may be omitted, provided the reservoir has enough  from a Durco catalog (Durco Filters by Ascension Industries,
            head, for example, 25–30 m (80–100 ft).            North Tonawanda, NY, 2009) given in Table 14.3. Tank
                                                               lengths are not given but may be calculated from the leaf
            14.3.1.1.2  Vacuum Filters                         spacing, which is center to center. The length of the 914
            A vacuum filter may have the same tank–septum configur-  mm tank with 10 leaves (third row) and 102 mm spacing is
            ation as the pressure filter except that the tank is open to the  L(914 mm, 10 leaves) ¼ 102 mm=leaf   10 leaves þ 180
                                                               mm ¼ 1200 mm (47 in.). The length of the 1829 mm tank
                                                               with 34 leaves (last row) and 76 mm spacing is L(1829 mm,
                                                               34 leaves) ¼ 76 mm=leaf   34 leaves þ 216 mm ¼ 2800 mm
                           HGL (influent)
                                                               (110 in.). [The Durco catalog has a variety of forms of tank–
                                                               septum systems, e.g., horizontal tank with wet discharge,
                                                               vertical oriented tanks with vertical leaves, etc.]

                                                               14.3.1.1.5  Filter Cleaning
                                 HGL (effluent)
                                                               There are several methods of removing the cake from the filter
                                                               septa. The most common are (McIndoe, 1969a, p. 53) (1) dry
                                                               discharge, in which the filter leaves are pulled out of the tank
                                                               and the cake may be removed as a mud by mechanical
                     P                                         scrapping or as a slurry by manual sluicing; (2) wet discharge
                                                               with jet sluicing, which causes a peeling of the cake from the
                                                               septum leaves, which is then flushed out of the drain; and (3)
                                                               wet discharge with reversible flow backwash, in which the
            FIGURE 14.12 HGLS for DE pressure filter.           spent cake can be dislodged and flushed from the tank.
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