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ION EXCHANGE APPLICATIONS IN WATER TREATMENT    12.53

        self. In the case of cation resins,  the two most likely leachables are benzene  sulfonic acid
        and  sulfa  benzylic  acid.  In  the  case  of anion  resins,  the  most  likely  leachables  are  the
        functional  groups  and  are  generally  classified  as  amines.  The  dominant  leachable  from
        type  I  strong  base  resins  is trimethylamine,  and  the  dominant  leachable  from type  II an-
        ion  resins  is  acetaldehyde.  In  cases  of  severe  oxidation,  the  anion  resin  can  also  have
        leachables  that  are made  up  of portions  of the polymer.
           Leachable levels are always highest when the resin is new or when it has been allowed
        to  stand  for  a  period  of time;  this  decreases  with  age.  The  concentration  drops  when  the
        flow increases.  This is so because the resin is deteriorating at a relatively constant rate and
        the leachables diffuse into and are diluted by the surrounding water. This is one reason why
        an ion exchange bed that  has  sat idle for more than full cycle time should be rerinsed be-
        fore its return  to  service. Under normal  steady-state  operation,  and  in the  absence  of foul-
        ing,  the  leachable concentrations  will decline to  the  low parts  per billion range.  To  avoid
        the  unnecessary  deterioration  of an  ion  exchange  resin  bed,  the  bed  should  be  protected
        from  strong  oxidants  such  as  chlorine,  chloramine,  ozone,  hydrogen  peroxide,  potassium
        permanganate,  or even oxygen if the feedwater temperature  is above  140 ° F.


        Guidelines for Resin Replacement
        Generally speaking, if no specific guidelines exist, ion exchange resins should be replaced
        when their useful capacity has  deteriorated by 25%  from the performance  when the resin
        was  new  or if the  total  volume  of resin  has  decreased  by  25%  or more  and  the  resin  is
        not in  "like new"  condition.  This  is  the  point in  many  cases  where  economics favor the
        replacement  of the  resin  and  the  cost  of the  resin  is  offset by  savings  in regenerant  and
        waste  treatment  costs.  Somewhere  around  25%  to  50%  loss  of total  capacity usually  re-
        suits  in  a  deterioration  of water quality  in  addition  to the reduction  in throughput.  Other
        criteria  for  resin  replacement  include  failure  to  make  sufficient  quantities  of  good-
        quality  water,  failure to rinse  up  to  service quality in  a reasonable  time.
           It  is  generally  better  not  to  top  off ion  exchange  beds  simply  because  a  small  per-
        centage of the total resin volume has been lost, particularly  if the capacity  of the resin is
        significantly degraded.  It is  generally more  efficient to  operate  with  reduced  throughput
        until  such time as the entire bed  can be replaced.  This is not always  practical  as the loss
        of throughput  capacity  may  necessitate  increased  numbers  of regenerations,  which  may
        overtax the wastewater  system  or the operator's  ability to maintain  continuous  service.


         BOUNDARIES BETWEEN SUPPLIERS,  CONSULTANTS,
         AND  USERS

         The process of creating an ion exchange system usually involves a resin supplier, an equip-
         ment supplier,  a consultant or design engineering firm, a contractor  (both mechanical and
         electrical),  and  an end  user or operator  of the  finished  plant.  Except for relatively small
         systems,  it is unlikely  that  the role  of these  various  suppliers  and  users  will be  handled
         by  a  single  company.  These  roles  will  almost  always  be  handled  by  various  companies
         who  must  all work together  and  cooperate  to have  a  successful  ion exchange  plant.  The
         end  user  must  begin  the  process  of  creating  the  plant  by  collecting  information  about
         needed  water  quality  and  quantity.  The  end  user  must  determine  that  the  plant  will  be
         built,  must  economically justify  it,  and  must  secure  capital  for its construction.  The  end
         user will then  generally contract  with a design engineering consultant to create a  specifi-
         cation for the finished ion exchange plant.  The consultant will then work with equipment
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