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8.6                        CHAPTER EIGHT

         when  placed  before  fine  media  in  the  filtering  sequence,  decrease  the  rate  of head  loss
         buildup  and  increase  available storage  capacity in the bed.
           Dual-media  beds  normally  contain  silica sand  and  crushed  anthracite  coal  and  are  a
         very common  filter media  design.  Triple-media beds  contain  an  additional  layer of gar-
         net or ilmenite  sand.  Specific gravities of materials  used  in  filtration  are roughly  as  fol-
         lows:
         •  Silica sand,  2.55  to  2.65
         •  Anthracite  coal,  1.5  to  1.75
         •  Garnet,  4.0  to 4.3
         •  Ilmenite, 4.5
           A  typical  dual-media  bed  contains  6  to  12  in.  (0.15  to 0.3  m)  of silica sand  (ES  0.45
         to  0.55  ram)  overlaid by  18  to  30  in.  (0.46  to  0.76  m)  of anthracite  (ES  0.8  to  1.2  mm).
         A  typical  mixed-media  filter bed  contains  3  to  4  in.  (5  to  10 cm)  of garnet  (ES  0.15  to
         0.35  ram),  6 to 9  in.  (0.15  to 0.3  m) of silica sand  (ES  0.35  to 0.5  ram),  and  18 to 24 in.
         (0.5  to 0.6  m)  of anthracite  (ES 0.8  to  1.2  ram).
           The  degree to which  media layers  are intermixed in the bed  depends  on the sizes and
         shapes  of the media used, the nature of the backwashing  procedure,  and the specific grav-
         ities of the different media. Disagreement exists over whether distinct layers or intermixed
         layers are most desirable.  If layers mixed completely, the purpose  of using more than one
         medium  would  be  defeated.  If no  mixing  occurs,  individual  fine-to-coarse  layers  would
         result,  and  the  possibility of rapid  clogging at  interfaces  would be  raised.
           Proponents  contend  that  in a  properly  designed  mixed-media filter, a  gradual  decline
         in  pore  sizes from  top  to bottom  of the  bed  is  established  after backwashing.  The  origi-
         nal argument can be traced to Conley and Pitman (1960), Conley (1961),  and Camp (t961,
         1964)  in the early  1960s.  Brosman  and Malina (1972)  concluded that a slightly mixed bed
         was  superior to a distinctly layered bed in terms of head loss development, filter run time,
         and  filtered water turbidity.  Cleasby  and  Sejkora (1975),  however, disagree that  superior
         performance  can be  attributed  to interfacial  intermixing in and  of itself; rather,  it is a re-
         sult of differences in the media sizes required to construct mixed and separated beds. They
         found  that  to provide  a  relatively sharp  interface  in a  dual-media  bed,  fairly coarse  sand
         was  required.  The  resulting  bed  would  not  provide  the  same  filtered  water  quality  as  a
         bed  using  finer sand  that  mixed more readily  with  the  coal.
           The anthracite  coal  and  silica sand  used  in dual-media  filters inevitably result in some
         intermixing  of layers.  In  a  triple-media  bed,  intermixing  of silica  sand  and  garnet  sand
         normally  occurs  more  readily  than  mixing  of  silica  sand  and  coal.  Cleasby  and  Woods
         (1975)  suggest that,  as  a rule of thumb,  the ratio of the average particle size of coarse sil-
         ica grains  to  the  size of coarse  garnet  grains  should  not  exceed  1.5,  to ensure  that  some
         garnet remains at the bottom of the bed. They also suggest that a ratio of coarse coal grain
         size to a  fine silica sand  grain  size of about  3 results  in a reasonable  degree  of mixing in
         dual-  or mixed-media beds.  Brosman  and Malina  (1972)  found  that  anthracite  sand  filter
         media  with  a  size ratio at the  interface of less than  3:1  exhibits  little mixing and  that the
         zone  of mixing increases  linearly as  the  size ratio  increases  above  3:1.
           In a number of U.S. installations,  taste and odor removal and filtration have been com-
         bined  in a  single unit using  GAC (Hager,  1969;  Hansen,  1972;  Blanck and  Sulick,  1975;
         McCreary  and  Snoeyink,  1977).  GAC  is  sometimes  added  to  existing  rapid  sand  units
         from which  some sand  has been removed. GAC depths  of  12 to 48 in.  (0.3  to  1.2 m) over
         silica sand  layers of 6  to  18 in.  (0.14 to 0.5  m) have been reported.  Typically, GAC with
         an ES  of 0.5  to 0.65  mm  has  been used.  This  technique  is  usually  applicable only where
         taste and odor, and not turbidity,  are of primary concern.  If turbidity levels are high, GAC
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