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OXIDATION AND DISINFECTION               1 0.5























           0     10    20     30    40    50   T   60   70   80    90    1 oo
                                        Time, min
        FIGURE 10.1  Disinfection CT.



        tween  application  points.  For  some  systems  it  may  also  be  advantageous  to  divide  the
        treatment  train  into  additional  sections  between  the  disinfection  application  points  to
        achieve the  greatest  CT credit.
           Performance Ratio.  The concept of performance  ratio is  a  convenient way to moni-
        tor and  report  CT compliance because  the required  CT often varies with pH  and  temper-
        ature.  The performance  ratio  (also  called  inactivation  ratio)  is the  actual  CT divided by
        the required CT and must always be at least  1.0.  Many water treatment plants target a per-
        formance  ratio  in  excess  of  1.0  (for  example,  1.10)  to  operate  at  an  increased  level of
        safety  and  ensure  compliance.
           Variations  in Peak Hourly Flow.  The inactivation credit in each disinfection section
        of a  system  is  to  be  determined  under  the  conditions  of peak  hourly  flow.  However,  in
         some  systems  with large reservoirs, peak  hourly flow may not occur at the  same  time in
        all sections.
           To  simplify  determination  of peak  hourly  flow,  USEPA  suggests  that  CT values  for
         all  sections  be  calculated  during  the  hour  of peak  flow  through  the  last  section.  This  is
        best  determined  by  a  flowmeter immediately downstream  of the  last  section.

        Determination  of Contact Time.   The  contact  time  T used  in  calculating  CT values  is
         the time it takes water to move from the disinfectant application point to the point at which
         the residual  is  measured.  This  time  T varies  with  the  configuration  and  physical  charac-
         teristics  of each  individual  basin  or  conveyance,  as  short-circuiting  will  occur  more  in
         some basins  or conveyances than in  others.
           Contact Time  in Pipes.  The  time during  which  water  is  in  contact  with  a  disinfec-
         tant while flowing through  pipes is straightforward.  It assumes  that water moves in a rel-
         atively uniform manner between two points and can be calculated on the basis of uniform
         plug  flow as
                                  internal  volume of pipe
                            T =
                                peak  hourly rate  through  pipe
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