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P. 359

12.18                     CHAPTER TWELVE

         Sulfate
         Sulfates  at high concentrations in potable water supplies  cause diarrhea in humans and
         livestock.  They can be removed by strong base chloride cycle anion exchange.  Type II
         resins are typically used because of their lower odors.  Removal rates  are typically in the
         range of over 95% to  100%. A salt dosage of 5 lb/ft 3 is sufficient, and operating  capaci-
         ties of 20 to 25 kgr of sulfate,  expressed  as calcium carbonate per cubic foot of resin, are
         typical for gel-type strong base resins. Sulfate  displaces  the other common ions includ-
         ing chlorides  and nitrates during the exhaustion cycle, so the operating throughput  is cal-
         culated based only on the sulfate  concentration in the raw water.


         Nitrate

         Nitrates  are considered to be toxic  to human infants and ruminant animals such as cows.
         They occur naturally as a result of the decomposition of nitrogen-containing waste  mat-
         ter, also as a result of farm runoff from fertilizer.  The maximum level of nitrates in potable
         water is usually limited to  10 ppm as nitrogen. At levels above 50 ppm nitrates as nitro-
         gen (N) can cause methemoglobinemia in infants, also known as blue baby syndrome.
           Type I or type II strong base gel anion resins are often used for nitrate removal. They
         are selective for nitrates over all the common ions in tap water with the exception  of sul-
         fates.  During the  service cycle,  sulfates  will load first  and can displace nitrates  at con-
         centrations equal to the sulfates plus nitrates if the vessel is overrun. This is discussed be-
         low under "Nitrate  Dumping" (see Figure 12.2).
           Sulfate,  being divalent, undergoes selectivity reversal  at the  higher ionic concentra-
         tions during regeneration. Therefore  sulfates  are more fully removed from the resin than
         nitrates during regeneration.


                                 ResinTech SG2 (Type II gel)
                  24
                  22
                 20
                  18
               c7
                  16
                  14
                        ~                    51b
               er~
                  12
               ©
               Z
                  10
                  8
                       /~           Sodium chloride regeneration
                  6
                                          3
                      f/~           2 gpm/ft j exhaustion rate
                  4
                      p'            10% breakthrough  end of cycle
                  2
                        I    I    t   I    I    I   I    I    [
                  0,
                        10   20   30   40   50   60   70   80   90   100
                   0
                                  Nitrate percent of anions
              FIGURE 12.2  Nitrate removal capacity.
   354   355   356   357   358   359   360   361   362   363   364