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MEMBRANE FILTRATION 12-3


            Operating
            pressures          700    200            70     35
            (kPa)


            Size               0.001  0.01    0.1    1.0    10     100    1,000
            (micrometers)

                        Reverse
                        osmosis
            Separation
                            Nano-filtration   Microfiltration
            processes
                                Ultrafiltration       Conventional filtration
                                                      processes
            FIGURE 12-2
           Schematic comparison of selected separation processes.


                •   Ultrafiltration  ( UF ). UF membranes cover a wide range of MWCOs and pore sizes. Opera-
               tional pressures range from 70 to 700 kPa, depending on the application. “Tight” UF mem-
               branes (MWCO     1,000  daltons   *  ) may be employed for removal of some organic materials
               from freshwater, while the objective of “loose” membranes (MWCO   50,000 daltons, 70
               to 200 kPa) is primarily for liquid/solid separation, that is, particle and microbial removal.
                 •   Microfiltation  ( MF ). A major difference between MF and loose UF is membrane pore size;
               the pores of MF (    0.1    m or greater) are approximately an order of magnitude greater
               than those of UF. The primary application for this membrane process is particulate and
               microbial removal.


            12-2  MEMBRANE FILTRATION THEORY
             Mechanisms of Filtration
           As shown in  Figure 12-3a , some particles are removed by simple mechanical  screening  because
          the particle is larger than the smallest opening through which the water flows. This is the dominant
          mechanism for membrane filters. Additional mechanisms that remove particles are  adsorption  and
            cake formation.
              Natural organic matter (NOM) adsorbs onto membrane surfaces as shown in  Figure 12-3b
          (Jucker and Clark, 1994). In the early stages of filtration with a clean membrane this may be an
          important mechanism for removing soluble and insoluble materials that have dimensions that
          are much smaller than the membrane pore size. Although the adsorption capacity is quickly
          exhausted, the adsorbed material can reduce the size of the pores and, thus, increase the ability of
          the membrane to capture particles smaller than the nominal pore size.



              * A dalton (Da) is a unit of mass equal to 1/16 the mass of the lightest and most abundant isotope of oxygen. Typical solutes
          used for the determination of MWCO are sodium chloride, magnesium sulfate, and dextrose.
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