Page 494 - Fundamentals of Water Treatment Unit Processes : Physical, Chemical, and Biological
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Cake Filtration                                                                                  449




























                          (a)                                  (b)
                                                                         t
            FIGURE 14.15 Stainless steel pilot plant provided by Johns-Manville (now Celite ) c. 1985. (a) Pilot plant pressure vessel and (b) pilot
            plant with instrumentation.

            14.5.2.2  100 Mile House, British Columbia         etc., the annual costs were compared. The pilot plant studies
            In 1981, the Village of 100 Mile House, 1984 population of  provided a basis for estimating energy and labor costs, and
            about 2075, experienced an epidemic of giardiasis; their water  generated data on effluent turbidities.
            supply from Bridge Creek, an outlet from Horse Lake with
            turbidity <2 NTU and not filtered, was implicated since  14.5.2.2.1  Pilot Plant
            beaver and muskrat inhabited the watershed. The peak-day  Figure 14.16 shows the pilot plant located at 100 Mile House,
            demand was estimated as 3.30 mL=day (0.87 mgd) for 1984  British Columbia. Figure 14.16a shows the pilot plant with
            and 6.67 mL=day (1.76 mgd) for 2002 with projected popu-  pre-coat tank, body-feed tank and pumps, all skid mounted, as
            lation 4200. Minimum demands for 1983 were about 0.2–0.3  set up at the field site. Figure 14.16b shows the pressure
            of the peak demand with an average day demand of about half  vessel=septum assembly. As seen, each septum is a ‘‘leaf’’
            of the peak day. In 1983, the Village engaged their consulting  with two sides; the interior has a structure to support the
            engineer, Dayton & Knight, Vancouver, British Columbia, to  septum mesh in order to withstand the pressure with minimum
            recommend a course of action. Subsequently, Dayton &  deflection.
            Knight embarked on a pilot plant study that compared filtra-
            tion alternatives, that is, rapid filtration package plants (both  14.5.2.2.2  Results and Discussion
            gravity and pressurized), slow sand, and diatomite. Based  In the pilot plant study, the consultant for the village
            upon estimates of capital costs, cost of labor, cost of energy,  examined rapid filtration (a package plant), slow sand, and


















                          (a)                                   (b)
            FIGURE 14.16  Diatomite pilot plant at 100 Mile House, British Columbia. Unit is Type 122, Industrial Filter Mfg. Co., Cicero, Illinois,
                                                  2
                                                       2
            with four stainless steel leaves, septum area 0.93 m (10 ft ). (a) Field setup showing appurtenances and (b) pressure vessel and septum
            assembly. (Courtesy of Dayton & Knight, Ltd., Pilot water treatment program, Village of 100 Mile House, Report for Client, Dayton &
            Knight, Ltd., Consulting Engineers, West Vancouver, British Columbia, December 1983.)
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