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13.20                    CHAPTER THIRTEEN


             180

             160
                                                                  J
                                                              J
             140
                                                           f
                                                LJ
          c~
         o_
             120
         CO                            jf
         t~
                                   J
         ...J
             100
         E
              80 J
         E
         .o_   60
         o~
              40


              20

               0
                 0      5      10     15     20    25     30     35     40
                                       Temperature, °C
         FIGURE 13.17  Effect of temperature on SiO2 solubility. (Adapted from DuPont Permasep Products En-
         gineering Manual, 1992.)
         ing  new  silica-specific antiscalants.  Silica scaling  has  occurred  in other  systems  at con-
         centrations  much  less  than  theory  would  predict  because  of complexation  and  precipita-
         tion of silica with trivalent ions such  as oxidized iron or aluminum.  Where  feedwater sil-
         ica concentrations approach  solubility limits, it is essential that the presence of these metal
         species  be  minimized.
           The  following pretreatment  methods  can be used  to control  silica scale:
         •  Reducing hydraulic  recovery to reduce  concentrate  stream  silica concentrations
         •  High lime softening  to reduce  feedwater  silica concentrations
         •  Increasing  the  temperature  of the  feedwater
         •  Increasing  feedwater  pH  to  8.5  or higher  (taking  into  account  the  impact  of increased
          pH on CaCO3  scaling  potential)
         •  Adding  specific silica antiscalant  chemical
           Concentration of Sparingly Soluble Salts and Silica.  Concentrations  of sparingly sol-
        uble  ions  and  silica (for  RO  and  NF)  in  the  concentrate  stream  can  be  estimated  by  di-
        viding feedwater  concentrations  of each by  1 minus  the desired hydraulic  recovery:
                                             1
                                  Cc=Cf×   1-  Y
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