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86  iMPmbranes for Industrial Wastewater Recovery and Re-use

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                    Jan-01  Mar-01  May-01  Jul-01  Sep-01  Nov-01
                                              Date
          Figure 3. IO  Seasonal variations in reclaimed water chlorine residuals (data from St. Petersburg, Florida)




           To  operate  recirculating  systems  efficiently,  it  is  important  to  prevent
         deposition  (scaling) or  fouling  within  the tower  or  heat  exchangers. Water
         quality  characteristics  relating  to  mineral  precipitation  include  calcium,
         magnesium,  sulphate,  phosphate,  silica,  pH,  and  alkalinity.  As  water
         evaporates, the concentration of  dissolved constituents increases  to the point
         where  the  solubility  limit  of  mineral  precipitates  is  exceeded  within  the
         recirculating water, particularly  for carbonate scales at elevated temperatures.
         The solubility of mineral precipitates can be controlled by manipulating the pH of
         the recirculating water, addition of scale-control chemicals, and/or replacement
         of  a  portion  of  the  recirculating  water  with  less  concentrated  water.  The
         considerations  are thus identical to those of  the operation of  reverse osmosis
         plant (Section 2.4.3).
           The  quantity of  water  that  must  be  removed  as blowdown  water  can be
         calculated from a mass balance. The ratio of the concentration of a constituent in
         water  to  its  concentration  in  the  make-up  water  is  called  the  cycles  of
         concentration or concentration ratio, Rc, where:

             RC  = cb/cm                                                  (3.1)

         From an operations and water conservation perspective, it is desirable to have as
         high a Rc value as possible. In general, the optimum Rc is based on the chemical
         composition of  the water and the solubility of  the dissolved minerals. In some
         cases the Rc  is limited by  calcium precipitation,  such as calcium  sulphate or
         phosphate. In other cases Rc is limited by silica, magnesium, or other minerals.
         Thus, the characteristics  of  the make-up or  source water  can  influence  the
         maximum feasible Rc. Once the Rc is determined, it can be used to determine
         the required make-up flow:
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