Page 165 - Adsorption Technology & Design, Elsevier (1998)
P. 165

Design procedures  153


            where  yt  is  the  mole  fraction  of  component  1  in  the  fluid  phase.  The
            propagation velocity of points of given concentration  in the MTZ therefore
            depend  on  the  equilibria  of both  components.  Setting yt  =  0 in  equation
            (6.32) yields equation  (6.24) for a trace component.  If yl  is finite then even
            when  the  carrier  fluid  is non-adsorbing,  i.e.  dqS/dc2  =  0,  the  propagation
            velocity varies with composition according to equation (6.33).

                                  u
                      =                                               (6.33)
                        1 + pp (~-~-~) (1 - yl) ddqc~



            Isothermal, rate controlled systems

            In  most  practical  adsorption  systems  finite  resistances  to  mass  transfer  of
            adsorbing  molecules  must  be  expected.  Even  for  processes  which  are
            commonly assumed  to be equilibrium controlled,  such as the production  of
            oxygen-enriched  air  using  a zeolite,  mass  transfer  resistances  are  likely  to
            have  an impact  on performance,  and hence  must be included  in its design,
            especially when cycle times are very short (Sircar and Hanley  1995). Some
            analytical  solutions  to  the  general  mass  conservation  equation  (6.19)  are
            available  but  in  order  to  be  able  to  use  them  a  number  of  simplifying
            assumptions  and  approximations  must  be  valid.  Typical  of  these  are
            assumptions  of  a  linear  isotherm,  a  rectangular  isotherm  (irreversible
            equilibrium), a non-linear (Langmuir) isotherm with a pseudo second-order
            reaction kinetic rate law, and plug flow.
              Consider a dilute system containing a single adsorbable component.  The
            fluid phase mass balance is given by equation  (6.19), in which the adsorbate
            loading over the whole adsorbent pellet is given by

              q
                                                                        (6.34)


            For an adsorbent bed which is initially free from the adsorbate (that is, it has
            been perfectly regenerated),  and for a step change in adsorbate  concentra-
            tion at the bed entrance at time zero, the initial and boundary conditions are
            given by

              q (R,O,z) = c(O,z) = 0 for t < 0
                                                                       (6.35)
              c (t,0) = co for t > 0                                   (6.36)
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