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10.28                      CHAPTER TEN

                              TO  STORAGE  TANK
                              OR  DAY  TANK  VENT


                                                   -  -   PUMP  HEAD
                                              ~
                       NOTE  2                 I
                        NOTE  3  ~
                 MAXIMIZE  THIS
                                              _1
                     DISTANCE  -'~
                              b
                  NOTE  1   ~   i
                                              MINIMIZE THIS
                                              DISTANCE
                FIGURE  10.10  Metering  pump  suction  piping  detail. Notes: (1)  Sodium
                hypochlorite metering pump suction piping shall be routed to slope continuously
                downward from the day/bulk storage tank. (2) Valve shall remain open except
                when day/bulk storage tank level is below the pump centerline. (3) Locate tee
                for vent as close as possible to pump suction connection. The vent piping shall
                be connected to the run of the tee in the vertical position. Vent piping shall not
                be connected to the branch of the tee.


         •  The piping  should be sloped up toward the tanks from the pumps  such that the bubbles
          can flow  back to  the  tank.
         •  Suction piping at the pump  should be configured in a specific manner to allow for dis-
          engagement of the bubbles prior to entering the pump  head  (see Figure  10.10).
           In addition,  some  pump  manufacturers  supply  a special  hypo pump,  which bypasses a
         small amount of hypochlorite from  inside the pump head to the pump  discharge to allow
         any  accumulated  air  to  exit  the  pump  head.  This  results  in  a  small  decrease  in  pump
         accuracy.


         On-site  Generation  of Chlorine
         Although on-site generation  of disinfectants has been possible for  many  years,  it has not
         generally  been  found  to  be  practical.  However,  new  concerns  over  accidental release  of
         chlorine  gas  and  the  relatively  high  cost  of  scrubbers  that  may  have  to  be  installed by
         many  plants  to  prevent  release  of gas  into  adjoining  neighborhoods  have  raised  new  in-
         terest  in  on-site  generation.  Several  systems  are  now  available  that  use  new  technology
         to generate disinfectants and use only salt and electric power.  They  can even be designed
        to operate  unattended at a remote  location and are intended to  meet  all USEPA  standards
        for disinfection and maintaining a  chlorine residual  in the finished water.
           There  are  two  types  of  systems  available  for  on-site  generation.  The  first  and  most
        common  generates  a  very  dilute  (0.8%)  sodium  hypochlorite  solution directly from  salt-
        water,  and the second generates pure chlorine gas directly and sodium  hydroxide as a by-
        product.  In  the  second  method  the  chlorine  can  be  fed  in  two  distinct  ways.  Either  the
        generated chlorine is fed directly via a conventional chlorine feed system wherein the gen-
        eration  effectively  replaces  local  chlorine  storage;  or  the  generated  chlorine  is  remixed
        with the generated sodium hydroxide to generate a concentrated (12.5 %) sodium hypochlo-
        rite solution,  which is  stored  on-site and fed with  conventional metering equipment.  The
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