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7.27
                                    CLARIFICATION
                             Discharge flumes
                                k-
          Flow distribution  orifices
                                Ik      Feed box
       Overflow box  j-~
                                                    Floccul_ation  tank






                                                                     Flash mix
                                                                       tank


                      ~--~ :~                     ........           Coagulant
                                  ~i  ~'~  ~ ~L  ~  ......
        Overflow                 ,  ~   ~,~ ~
        (effluent)                                                     aid




                                                                       Feed
                                                                     (influent)














                                                          Underflow
                                                          (sludge)
         FIGURE  7.16   Plate  settlers.  (Courtesy of Parkson Corporation.)



         Inlet Design.  Inlet flow distribution is critical for efficient performance of plate settlers.
         In fact,  the  approach  to  distribution  is  a  major  difference between  manufacturers.  Some
         manufacturers  feed the plates  from  side channels  to prevent interference between  the in-
         coming flow and the falling settled solids. In one case the flow to each plate is controlled
         by head loss through an influent orifice. In another, flow is distributed from the side chan-
         nel through  slots and controlled by head loss taken through control orifices as flow leaves
         the plates.
           A  third  approach  provides  a  large  space  below  the  plates,  similar  to  tube  settler  de-
         sign,  to  minimize velocities and  to  design  the  plate  outlet  to  induce  sufficient head  loss
         to ensure good flow distribution.  The designer should evaluate each approach  as it relates
         to the  water to be treated  and  decide if one is more  advantageous  than  another.
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