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CLARIFICATION                      7.11

           Carriage-Type Collectors.  Oscillating-bridge  collectors have  become  more  popular
         during the past  several decades.  These top-of-wall running  units  span  the width of one or
        more  long,  rectangular  basins.  One  type  cleans  thick  sludge by  means  of a  single  trans-
         verse  vertical blade  about  24  to  30  in.  (0.61  to  0.76  m)  deep  that  conveys  dense  sludge
         into  a  cross  hopper.  Another type uses  a  transverse  suction  header  that discharges  into  a
        longitudinal  trough  along one  side  of the basin.
           The  transverse  blade  has  an  adjustable  angle  of attack  and  slides  on  flat bottom  rails
        or sometimes  on a heavy neoprene  squeegee riding on the floor. The blade automatically
        adjusts  to  varying floor slopes  and  can be  raised  above  the  water  level for maintenance.
        It pushes dense sludge at about 6 ft/min (1.8 m/min) toward the cross hopper on the clean-
        ing run,  and  then  it is hoisted  about  3  ft (0.9  m)  and  travels at  double  speed  back  to  the
        influent end to  repeat.
           Carriage  units  generally  run  on  double-flanged  iron  wheels  along  heavy  steel  rails
        mounted  on the long walls of the clarifier. Rubber  tires running  on top  of concrete  walls
        have been used occasionally in western Europe,  but their use is discouraged in colder cli-
        mates  because  of problems  with snow and  ice buildup.  The units  are traction-driven with
        automatic  compensation  to prevent "crabbing"  or, preferably,  driven on cog rails located
        adjacent  to  steel rails on  either side of the basin.
           Power to  drive  and  hoist  motors  is typically  supplied  through  a  flexible power  cable
        reeled  in  and  paid  out by  a  cable reel.  Motor-driven cable reels  work  best  because  sim-
        ple  spring motor reels often overstress  the  cable when  the  carriage  is at the  far end.  An-
        other problem is that  they commonly do not have enough  reserve force to reel in the  ca-
        ble  at  the  near  end,  and  they  may  run  over  and  sever  the  loose,  kinked  cable.  Several
        cleverly designed power reels have been developed, either using a backstay cable to power
        the reel as it retrieves the cable or synchronizing the cable reel to carriage travel and em-
        ploying a  spring motor slave reel core to compensate for minor variations in cable length.
           Feed  rails  are  sometimes  used  for  power  feed,  but  they  are  vulnerable  to  vandalism
        and  sometimes  burn  out or carbonize because  of the  slow  speed  of the brushes.  Another
        form of power  supply  is  an  overhead  power  cable  festooned  and  sliding back  and  forth
        on  a  taut  steel  carrier  cable  running  a  few  feet  above  the  surface  for  the  length  of the
        basin.  This type of power system is unsightly  and generally suitable only for short basins.
           Cross Collectors/Cross Hoppers.  A  cross hopper is a trench,  typically 3 or 4  ft wide
        by  2  or 4  ft deep  (1  or  1.2  m  wide by  0.6  or  1.2  m  deep),  running  the  width  of one  or
        more  longitudinal  sections  of the  sedimentation  basin.  Dense  sludge  falls into  this  cross
        trench  and is scraped  at about  2  ft/min  (0.6  m/min) by chain-driven flights 8 in.  (20 cm)
        deep,  spaced  5  ft  (1.5  m)  on  centers.  These  scraper  flights  deposit  dense  sludge  into  a
        deeper  accumulating  hopper  at the  end  of the  cross trench.  The  underflow  is  withdrawn
        hydraulically  or  by  pumping  from  the  hopper.  Figure  7.6  shows  one  type  of  cross-
        collector arrangement.
           A  helicoid screw is sometimes used in the cross trench in place of chain-driven flights.
        The  screw  turns  slowly,  paced  to  have  a  theoretical  capacity  of 4  times  the  volume  of
         sludge  to be  actually  moved,  to  minimize bearing  wear.  The  bottom  of the  cross  trench
         is filleted to accommodate the outside diameter of the screw. In screw cross collector ap-
         plications, instead  of propelling dense  sludge all the way to one end, the flights of the he-
         licoid screw may be opposed so that dense sludge is carried only one-half the trench length
         to the  center point where  the  accumulating  hopper  is placed.
           Some  designers  like to use  the traditional  steep-sided  (60 ° ) hopper  to  remove  sludge
        underflow,  as illustrated in Figure 7.7. For basins greater than  10 ft (3 m) wide, more than
         one  hopper  must  be  used  to  keep  the  hopper  depth  within reason.  Multiple  hoppers  can
         be  more  expensive  than  cross  hoppers  and  not  as  satisfactory  in  operation;  if they  are
        joined  with  a  manifold to  a  common pipe,  only one  hopper  will be  served.  Sludge  must
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