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9.8                         CHAPTER NINE

        sand,  and the fine layer prevents  sand  from migrating down to clog underdrain  openings.
        The  10-State  Standards  recommend  gravel  support  layers  similar to those  required for a
        rapid  sand  installation  with a media  depth  between  18  and  24 in.  (460  and  610  mm)  and
        gravel  sizes in a  range  from 3A2 to 2 l& in.  (2 to  64 mm)  in  a  five-layer system.

        Source  Water Storage.   Source  water  storage  is the depth  and  volume of water overly-
        ing the  sand  surface within the basin.  This volume varies in different designs  (between  3
         and  24  h  of plant  capacity).  As  storage  capacity  increases,  there  are  some  benefits  with
        respect to equalizing source water quality,  sedimentation  of larger particles,  and even bi-
         ological action  within the water  column  itself.
           The  primary  purpose  of the  water  level  above  the  sand,  however,  is  to  provide  the
         driving head across  the filter bed.  A  typical  terminal  head  loss for a  slow sand filter is in
         the  range  of 4  to  5  ft  (1.2  to  1.5  m).  Therefore  typical  depths  of water  above  the  sand
         should range between 6 and 7 ft (1.8 and 2.1 m) to provide for the additional driving force
         required for head loss through the clean sand bed and through the piping systems. If a fil-
         ter  is  to  be  covered,  the  height  of  the  filter  box  above  the  sand  is  governed  primarily
         by  space  requirements  for  cleaning  and  resanding,  so  provision  of a  6-  to  7-ft  (1.8-  to
         2. l-m)  depth  of water  can easily be  accomplished.
        Access for Cleaning and Maintenance.   Early  sand  filters were constructed  either with
         no  covers  (roofs)  or with  earthen  embankments  over cast-in-place  concrete  roofing  sys-
         tems.  Filters constructed  with  a  roof typically used  access  hatches  or ports  spaced  at in-
         tervals  above  the bed  surface.  Cleaning  the beds  was  cumbersome  and  normally  accom-
         plished either by  manually  hoisting the  scraped  schmutzdecke  up through  the access  way
         or by  hydraulic  transfer  of a  slurry  of removed material  through  a  piping  system.
           New  covered  filter  installations  typically  use  some  sort  of  structure  with  an  access
         ramp  into the  basins  or "ship's  doors"  to  allow direct access  into the  filter box at the el-
         evation of the  sand  surface.  Installation  of access  ramps  is  generally  more  costly  (when
         installed  with  a  covered  filter)  but  may  result  in  reduced  maintenance  when  compared
         with  a  ship's  door.  An  access  ramp  and  filter are  depicted  in Figure 9.3.

























        FIGURE 9.3  Access ramp and filter.
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