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SLOW SAND AND DIATOMACEOUS EARTH FILTRATION     9.25


                                                                 =  Control  Valve


                  Body Feed        Precoat
        Raw
        Water









                            Filter Outlet ~


                    Product
                                      (~Drain to Waste
                    Water
        FIGURE  9.16  Pressure  system schematic.



        •  Capital costs  of structures  to house  the equipment
        •  Average length of filter runs
        •  Cost of DE material  required for operation
        •  Pumping  power costs

        Pressure Filter Systems.  The principal elements included in a pressure filter system are
        shown  in Figure 9.16.  In the filtering mode,  source  water is pumped  into  the  filter shell,
        and  a  baffle plate  distributes  flow and  prevents  it from eroding the cake  on  the  septa.  A
        flow-measuring device installed in the filter outlet line activates  a  valve that maintains  a
        constant  flow rate.
           In the precoat  cycle, the  source water inlet and  filtrate outlet valves remain  closed.  If
        the  system  includes  a  precoat  tank,  as  shown  in  the  schematic,  first  the  system  is  filled
        with previously filtered water to  a depth  sufficient to reach  the top of the  shell. Then the
        pump  recirculates  the  water  as  precoat  slurry  is  added.  In  an  alternative  arrangement,  a
        recirculation tank  is not used.  With  level controls  in the  filter shell,  the unit  is  first par-
        tially filled with water,  then  filled completely  along with the  addition  of precoat  slurry.
           Precoat accumulates  on the  septa  as the  slurry  is recirculated.  Because the flow tends
        to  seek the path  of least resistance,  recirculation tends  to  concentrate  on those  leaf areas
        not previously covered, until a reasonably uniform precoat thickness is eventually formed.
        After full cover is  achieved,  the remaining  suspended  precoat  material  is  intercepted  by
        the  filter,  and  the  turbidity  of recirculated  flow  quickly  clears  up.  At  this  time,  in  a  si-
        multaneous  operation,  the recirculation valve closes,  and the filter inlet and outlet valves
        open  to initiate the filter cycle.
           When  the maximum  available head  differential is reached,  the filter run is terminated
        and the filter is cleaned.  In the cleaning cycle the inlet valve is closed, the waste valve is
        opened,  and  after the unit is fully drained,  sluice water is turned  on to flush  away the fil-
        ter cake.
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