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SLOW SAND AND DIATOMACEOUS EARTH FILTRATION      9.19

           Manganese  may be removed in DE filtration with potassium  permanganate  (KMnO4)
         added  to  the  body  feed,  followed by  flow  detention,  usually  from  10  to  20  min.  Deten-
         tion  time  is  important  and  should  be  determined  in  bench  and  pilot  tests.  The  rate  of
         KMnO4  addition  and  body  feed rate  depend  on  the  amount  of manganese  in  the  source
         water  and other water  quality characteristics.
           Where  iron  and  manganese  are  both  present  in  source  water,  supplementary  condi-
         tioning must usually be accomplished in separate  steps,  with iron treatment preceding the
         KMnO4 addition.  When  there  is  a  large  amount  of iron to be removed, it may  be neces-
         sary to have two  filters in  series,  with iron conditioning preceding  the first filter and  the
         addition  of KMnO4  and  detention  between  the  first  and  second  filters.
           Practically  the  only  carryover of solids  in  DE  filter effluents  would be  very fine DE
        particles  used  in  precoat  and  body  feed.  Although  the  presence  of these  particles  is  in-
        nocuous  to  health,  effluent  water  turbidity  must  meet  the  established  requirements.  Use
        of a  finer DE  for precoat  can  sometimes  achieve lower turbidity  levels. A  slight reduc-
        tion in the applied flow rate can also help to improve effluent turbidity. Where only slight
         additional  turbidity  reduction is needed,  the use of a  simple cartridge  filter following the
        DE filter accomplishes  the  desired DE removal.  Use  of cartridge  filters to  polish  the ef-
        fluent  will be  more  effective for the  lower-capacity  DE  installations  when  solids  carry-
        over is minimal.
           Note  that  without  the  addition  of separate,  additional  treatment  processes,  DE  filtra-
        tion will not reduce  the  organic  content  of source water.



         Filter  Design  Considerations
        The  principal  elements  of a  flat-leaf DE  filter  are  shown  in  Figure  9.9.  Several options
         are  available  in  designing  each  of these  elements,  as  well  as  in  the  integrated  assembly
         design.



                                    ///11   ~'~,\
                                   I I II     ~'~ ~
                           Access
                                 iII1~1 Ill
                                /v/~ '''~-   ~     /-- Sluicing  Header

                      Baffled Inlet-
                     Containment
                     Vessel
                  Inlet
                  Manifold -  J
                                                    A




                                                 Slurry Drain


                  FIGURE  9.9  Principal elements of a flat-leaf filter.
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