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194  Membranesfor Industrial Wastewater Recovery and Re-use











                                                                 C~IPP~W


                                                                 CI  mmw




                             c
                             m


                   Fiqiire 4.1 5  Sensitivitg analysis graphically presented by WaterTarget


         increasing this influent concentration is not permitted, no further reduction of
         the flow rate is possible. However, as shown above, the difference between the
         results obtained using Water and WaterTarget*” concern only the stream recycle
         presented in the solution  provided  by  WaterTargetR’. Since this recycle is an
         indication to the engineer that lowering the overall flow rate through the process
         is beneficial and would lower the inlet concentration to the process, a higher
         influent concentration could be entered and the recycled stream dispensed with.
         This would lower the flow rate through one or more of the processes whilst still
         providing  a  solution  that  complies  with  the  original  constraints.  The  LM
         software does not provide a means of helping the engineer to tackle this problem,
         but experienced designers may choose to use this option.
          From Fig. 4.14 it is evident that further decreasing the overall water usage is
         only possible by shifting the pinch point to higher  concentrations. To achieve
         this, the only possible solution is to increase the inlet concentration of Process 2.
         Indeed, changing the parameters of  Process 1 or 3 will not alter the position of
         the pinch  point.  In  general processes  above  the  pinch  point  should  not  be
        considered  since they do not influence it at all; for processes below  the pinch
        point the system should be analysed to identify which process or processes have a
        positive influence on the overall water demand.
          To  further  develop the methodology  for  a  multiple  contaminant case,  the
        solution  provided  by  WaterTargeP  (where  both  inlet  and  effluent
        concentrations from Process 3  are adjusted to maintain the constant flow rate)
        is  further  developed.  It  is  assumed  that  after  careful  examination  the
        effluent concentration is allowed to increase up to 190 ppm, and thus the influent
        concentration forced to increase by the same amount to 140 ppm. The bar chart
        (Fig. 4.16) now indicates that the inlet concentration of C1 of Process 2 should
        be altered. (The representation may appear somewhat confusing if one is not well
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