Page 55 - Membranes for Industrial Wastewater Recovery and Re-Use
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Membrane technology  3 5

                Pressure (bar)
                100




                10
                               U It raf i Itratio n
                                                Microfiltration
                1
               MWCOIO~       103      104      105      1 06
               Particle Size                 0.Olpm  0.lpm  lpm  10pm

               Figure 2.16  Normal ranges of transmembrane pressure values for membrane processes



           0  the concentration of rejected solute, as in RO and UF, or permeated ions, as
              in ED, near the membrane surface,
           0  the depletion of ions near the membrane surface, as with ED,
           0  the  precipitation  of  sparingly  soluble  macromolecular  species  (gel
              layer formation,  as in UF)  or salts (scaling, as in RO) at the membrane
              surface, and
           0  the  accumulation  of  retained  solids  on  the  membrane  (cake  layer
              formation, as in MF).

           All  of  the  above  contribute to  membrane fouling.  Fouling  can take  place
         through  a  number  of  physicochemical  and biological  mechanisms which  all
         relate to increased deposition of  solid material onto the membrane surface (also
         referred to as blinding) and within the membrane structure (pore restriction or
         pore plugging/occlusion). This is to be distinguished from clogging, which is the
         filling  of  the  membrane  channels  with  solids  due  to  poor  hydrodynamic
         performance.  Fouling  may  be  both  temporary  (removed  by  washing)  and
         permanent (removed only by use of chemicals). Since it is intimately related to
         concentration polarisation,  under certain limiting conditions its effects can be
         determined from a simple theoretical approach (Section 2.3.2). However, fouling
         by  individual  components  tends  to  be  specific  to  membrane  material  and
         application.
           The membrane resistance is fixed, unless its overall permeability is reduced by
         components  in  the  feed  water  permanently  adsorbing  onto  or  into  the
         membrane. The resistance  imparted  by  the interfacial region is, on the other
         hand,  dependent upon  the total  amount of  fouling  material  residing  in the
         region.  This  in  turn  depends  upon  both  the  thickness  of  the  interface,
         the feedwater composition  (and specifically its  foulant content) and the flux
         through  the  membrane.  The  feedwater  matrix  and  the  process  operating
         conditions thus largely determine process performance.
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