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CLARIFICATION                      7.37

                                                    ......  ~pressor

                                    Pac~
                                   Satur~
               Flocculator
                                                              RHn~rRkirnmer Design
                                                                     (10%)
                                                                     :lecycle
                                                                     )ump
















        FIGURE 7.21  Typical dissolved air flotation tank. (Courtesy of Parkson Corporation.)


        to  the bottom  of the  basin.  In DAF,  flocculation is  designed to create  a  large  number  of
        smaller floc particles  that can be  floated to the  surface.
           For efficient flotation,  flocculated particles must be in contact with a large number of
        air bubbles.  Three  mechanisms  are  at work  in this  air/floc  attachment process:
        •  Adhesion of air bubbles on the floc  surface
        •  Entrapment of bubbles under the floc
        •  Absorption of bubbles into the floc  structure
           The  size  of  air bubbles  is important.  If bubbles  are  too  large,  the resulting rapid  rise
        rate will exceed the laminar flow requirements,  causing poor performance.  If bubbles are
        too  small,  a  low  rise rate  will result and tank  size may  need to  be  increased.
           In a typical DAF tank, flocculated water is introduced uniformly  across the end of the
        tank, near the bottom, into the recycle dispersion zone. Recycle is continuously introduced
        through  a  distribution  system  of proprietary  nozzles,  valves,  or  orifices.  When  the recy-
         cle  flow  pressure  is  suddenly  decreased  from  its operating  pressure  of 60  to  90  psi  (414
        to 620 kPa)  to atmospheric pressure,  saturated air within the recycle  stream is released in
        the form of microbubbles with a  size range of  10 to  100/xm,  and averaging around 40 to
         50/xm.  These  microbubbles  attach  to  flocculated  material by  the  mechanisms  described
        previously,  causing flocculated  material  to float to the  surface.
           At  the  surface,  the  bubble-floc  forms  a  stable  and  continuously  thickening  layer  of
         float,  or  sludge.  If left at  the  surface,  the  float can  thicken  to  as  much  as  3%  to  6%  dry
         solids. This can be an advantage if solids are to be mechanically dewatered, because solids
         may  be  suitable for dewatering  without further thickening,  or the thickening process  can
         be reduced.  Sludge  thickness depends  on the  time  it is  allowed  to  remain on the  surface
         and the type  of removal  system employed.
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