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ION EXCHANGE APPLICATIONS IN WATER TREATMENT   12.17

         senic  removal  is  occurring  and  to  prevent  unsafe  levels  of  arsenic  in  the  treated  water
         from being  delivered to the  distribution  system.
           Oxidation of arsenite to arsenate  with chlorine occurs at a very rapid rate. Test results
         from an EPA-sponsored  study  showed that over 95%  of the arsenite  was  converted to ar-
         senate in less than  5-s contact time with  1 ppm  residual  chlorine. These tests  showed that
         the  reaction  was  insensitive to  pH  in  the  range  of 6.5  to  9.5.  However,  the  reaction  rate
         decreased  substantially  outside this  range.
           The  presence  of other  oxidizable substances  must  be  accounted  for,  as  they  will con-
         sume chlorine  and  may  act as reverse catalysts  for the  oxidation of arsenite.  For example,
         the presence  of 5 ppm of TOC  in one case  slowed the reaction rate  so that  almost 50%  of
         the arsenite remained unoxidized after 30 s. In this  case more than  30 min was required to
         reach  80%  oxidation.  The presence  of chloramine has  also  been  shown  to reduce  the  rate
         of oxidation  substantially.  Since  both  TOC  and  chloramines  can  be  present  (ammonia  is
         converted to  chloramine  by  chlorine),  each  contaminated  water  being  considered  for  this
         type of treatment  should be thoroughly evaluated at the pilot plant  stage to ensure  that this
         critical step is carried out effectively and that  all arsenites  are converted to arsenates.
           The relative affinity and  operating capacity of strongly  basic anion  exchange resins is
         markedly  higher for arsenate  than  for  arsenite.  Sulfates  and  chlorides  are  preferred  over
         arsenites, but not over arsenates  regardless  of the type of media.  This means  that they are
        removed before the  arsenites,  and  therefore  both  of these ions  would be  included  as  ex-
        changeable ions, which increases the loading. The arsenate ion, however, has a  somewhat
        higher affinity for the strongly basic anion resins higher than chloride but lower than  sul-
        fate. This means that arsenate dumping can occur if the resin column is inadvertently over-
        run.  Surface fouling due to naturally  occurring organics reduces  the affinity of the resins
        for all forms  of arsenic,  resulting  in reduced  run  lengths  when  fouling occurs.  Improved
        ion exchange processes using multiple beds in round-robin fashion show promise in avoid-
        ing arsenic dumping  and increasing regenerant efficiency (also reducing brine discharge).
        They  work  on  the  principle  of overrunning  the  first  stage  past  the  sulfate  break  and  us-
        ing the second stage to catch the arsenic. The sulfate-loaded resin is regenerated and placed
        into  the  second-stage  position  while the  arsenic  loaded  resin  takes  on  the  primary  posi-
        tion.  Since the arsenic  is only present at trace levels, the regeneration  of both beds  to re-
        move the  arsenic  is  not  required  on  a  regular  basis.  This  approach,  while  interesting,  is
        not yet offered commercially.

        Activated Alumina.  Activated alumina has been used successfully to remove both forms
        of arsenic.  However,  control  of pH  within  a  fairly  narrow  range  and  careful  monitoring
        of water chemistry  are required for good  success.  Preoxidation  of arsenic  to the  arsenate
        form  and pH  control to the  5.5  to 6.0 range  are highly recommended.
           Regeneration  of activated alumina  is a  two-step  process.  Following the backwash  cy-
        cle, it is first regenerated  with  sodium  hydroxide  and rinsed;  next it is washed  with a  di-
        lute acid such  as  sulfuric, and then the bed  is rinsed  down to the proper pH before being
        returned  to  service.
           Strong base ion exchange resins remove arsenic rapidly and to low levels, and can op-
        erate  over a  wide  pH  range.  However,  only  the  arsenate  can  be  removed  without  inter-
        ference  from  other ions  commonly  found  in  potable  water,  so  oxidative pretreatment  to
        convert arsenite  to  arsenate  whenever  arsenite  is  present  is  a  must.  Additionally,  strong
        base  resins  have  a  higher  affinity  for  sulfates  than  arsenates,  and  sulfates  are  typically
        present  at concentrations  orders  of magnitude  greater  than  that  of arsenic.  This  requires
        close attention  to effluent monitoring to avoid the potential  chromatographic  dumping  of
        arsenic  at concentrations  much  higher than  that  in  the  influent.  If an  ion exchange  resin
        is  run  past  the  arsenic  breakthrough  all  the  way  to  the  sulfate  breakthrough,  no  arsenic
        will be left on  the resin.
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