Page 219 - Membranes for Industrial Wastewater Recovery and Re-Use
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188  Membranes for Industrial Wastewater Recovery and Re-use


          interest. A contaminant, in this context, is defined as any property of  the water
          that  prevents  its  direct  reuse,  and  can  thus  include  heat  content  (i.e.
          temperature) as well as the usual physicochemical attributes such as suspended
          solids, acidity  and hardness. Increasing  the allowable  influent concentration
          results, in general, in an increased effluent concentration. In most cases basic
          rules can be applied to determine the maximum allowable effluent concentration
          and, as such, the maximum allowable influent concentrations, based  around
          such fundamental properties as mass transfer, solubility of  scalants, corrosivity
          and (organic) fouling. This relaxing  of  concentrations allows flow rates to be
          determined that are most appropriate for efficient water use.

          The limiting water  flow rate concept (limiting water line)
          An important difference can be observed between two basic precepts concerning
          flow rate. The flow rate may either be fixed at some value or can be assumed to
          take on some limiting value whereby the maximum allowable inlet and outlet
          concentrations are  obtained  according  assumptions  or  measurements made
          based  on  deterioration  of  water  quality  through  a  unit.  In  Fig.  4.9 these
          approaches  are  presented  for  a  simple  single-contaminant  case.  The
          physicochemical  properties  of  the  process  and  of  the  equipment  allow  a
          maximum inlet and effluent concentration of  50 ppm and 150 ppm respectively.
          However, when increasing the inlet concentration up to 50 ppm, and keeping to
          the  existing  flow  rate  of  2  t/h,  the  maximum effluent  concentration is  not
          reached for this fixed flow rate. Permitting  a variable flow rate for the process
          considered allows the maximum effluent concentration to be reached. The water
          pinch  methodology  was  initially  presented  as  a  problem  without  flow  rate

               200  -


                     Non-fixed flowrate approach: both inlet and outlet
                     Concentration are allowed to attain their physico-chemical
                                                                / -
                                                                   / -0
                                                                       Cout, max
                     of 1  tnl.                        75-
             h
             E
             4                                    ./   /-
             C
             .-                              /-
                                                /
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