Page 356 -
P. 356

ION EXCHANGE APPLICATIONS IN WATER TREATMENT   12.15


         affinities  for  the  hydrogen  ion  and  are  fully  converted  to  the  hydrogen  form  with  little
         more than the stoichiometric amount of acid during regeneration.  The degree of exchange
         during  the service cycle, or operating capacity,  is limited by the amount  of alkalinity,  the
         ratio of divalent cations to alkalinity,  and total ionic concentration.  The key factors in de-
         termining the potential operating capacity are the hardness-to-alkalinity ratio and the leak-
         age endpoint.  The  base  operating  capacity  can  vary from  about  10  to  60 kgr/ft 3 of alka-
         linity as  the  hardness-to-alkalinity  ratio  varies  from  0  to  1.2  or higher.  The  regeneration
         dose is usually  calculated  as  120%  of the  operating  capacity.  Flow rate  and  temperature
         during  the  service cycle also  affect the  operating  capacity  and  can  reduce  the  operating
         capacity by  35%  as the temperature  drops  from 70 ° to 35 ° F  (21 ° to 2 ° C) or as  the flow
         rate  doubles  from 2  to 4  gpm/ft 3.
           Hardness  is  removed  and  bicarbonates  are  converted  to  carbonic  acid,  which  can  be
         removed by  a  degasifier.  In  effect the  effluent  is  partially  demineralized.  The  degree  of
         softening  depends  on  the  hardness-to-alkalinity  ratio,  and  any  hardness  in  excess  of al-
         kalinity remains. The regeneration equipment and all process and tanks, piping, and valves
         need  to be acid-resistant.  Sulfuric  acid is commonly used  as  the regenerant  because  it is
         less expensive, but calcium sulfate precipitation is a very real concern. When  sulfuric acid
         is used,  the regenerant  concentration  should not be allowed to go above 0.75%.  It is usu-
         ally  held between  0.5%  and  0.75%.  Hydrochloric  acid  can  be used  at higher  concentra-
         tions,  with  6%  to  10%  the  common  range.  This  gives  much  lower  waste  volumes.  Hy-
         drochloric acid is not as widely used because it is more expensive and more corrosive and
         gives off hazardous  fumes.  Equipment costs  are usually more expensive also, because  of
         the increased  material  costs  associated  with the  increased  corrosivity of HC1.

        pH Effects.  Weakly  acidic resins  have  a  small amount  of strong acid capacity  and  will
         initially convert all salts  to  acids  in  the beginning  of the  service cycle.  Initial pH  values
         can  be  as  low  as  2  and  rise  gradually,  but  remain  under  7  for  over three-fourths  of the
         service cycle. When this process is used to treat boiler feedwater, the carbon  dioxide gen-
         erated by the exchange reaction has  to be removed by aeration or vacuum degasification;
         otherwise, it will be converted back to bicarbonate  when caustic is added to raise the pH.
        Dealkalization  by Dual Strong Acid Columns  Operated  in the Sodium  and Hydrogen
         Cycles.  In this  scheme two vessels, each loaded  with strong acid resins,  operate in par-
         allel; one is regenerated with  salt and  the other with an acid.  The two effluents  are com-
         bined in  a ratio based  on the composition  of the untreated  inlet water  so that  acid gener-
         ated in the hydrogen cycle vessel is just sufficient to neutralize the alkalinity in the effluent
         from the salt regenerated vessel. This process produces partially demineralized, fully soft-
         ened  water with zero alkalinity.
           The  sodium  cycle  vessel  is  sized  and  designed  as  a  traditional  salt  regenerated  soft-
         ener.  The  hydrogen  cycle vessel is typically designed  to  operate  at the highest  acid  effi-
         ciency,  usually  about  3  lb/ft 3 of sulfuric  acid.  The  throughput  capacity  and  leakage  and
         blending  ratios  will depend  on  the  water  analysis.  When  it  is  practical,  the  two  vessels
         are  sized to exhaust  simultaneously.


         Arsenic
         Arsenic  occurs  widely  in  the  earth's  crust,  usually  in  the  form  of insoluble  complexes
         with  iron  and  sulfides.  Another  source  of arsenic  in  potable  water  supplies  comes  from
         its extensive use in the past as a  pesticidal agent.  It also exists  in soluble form,  primarily
         as arsenites  (AsO3)  and  arsenates  (AsO4).  Ingestion  of as little as  100 mg of arsenic per
         day  can  cause  severe poisoning  in humans.
   351   352   353   354   355   356   357   358   359   360   361