Page 157 - Adsorption Technology & Design, Elsevier (1998)
P. 157

Design procedures  145


              In  order  to  optimize  a  design  it  is  desirable  to  carry  out  predictive
            mathematical  modelling  of  the  heat,  mass  and  momentum  transfer  pro-
            cesses  occurring  in  both  the  adsorption  and  the  desorption  stages  in  a
            process.  This  helps  to  avoid  the  need  to  carry  out  expensive  and  time-
            consuming  experiments.  Research  on  fixed  bed  adsorption  is  very  active
            and  so  a  large  number  of  models  exist,  each  of  which  can  be  complex,
            require  extensive  computation  and  need  verification.  The  accuracy of the
            predictions  will be related  to  the  accuracy and  availability of fundamental
            data  as  well  as  to  the  number  and  importance  of  the  assumptions  and
            approximations which need to be made in order to obtain the solution. For
            the simplest cases, or for those cases in which many simplifying assumptions
            and  approximations  are  made,  the  solutions  can  be  analytical.  For  most
            practical situations it is likely that the solutions will need to be obtained by
            numerical analysis.
              The  concentration  profile  of  a  single  adsorbate  as  it  breaks  through
            from  a  fixed bed  of length  L  is shown schematically in Figure  5.6 (a).  For
            a  single  component  such  a  breakthrough  curve  can  be  obtained  relatively
            easily from  laboratory-scale,  pilot-scale or industrial-scale  experiments  by
            placing  an  analytical  sensor  at  the  bed  exit.  For  example,  a  katharometer
            would  suffice for  a  hydrocarbon.  For  multicomponent  adsorption  it would
            be  necessary  to  take  samples  from  the  bed  effluent  at  different  times  for
            subsequent  analysis  of  composition.  Breakthrough  is  deemed  to  have
            occurred  at some  time  tb when  the concentration  of the  adsorbate  leaving
            the  bed  increases  to  an  arbitrarily  defined  value,  c~,  which  is  often  the
            minimum  detectable  or  maximum  allowable  concentration  of  the  com-
            ponent  to  be  removed  in  the  bed  effluent.  Figure  5.6  (b)  shows  the
            concentration  profile  of the  adsorbate  in  the  fluid  phase  inside  the  bed  at
            time  tb.  At  the  point  of  initial  breakthrough,  the  mass  transfer  zone
            (MTZ)  will  have  passed  through  the  bed  from  its  entrance  to  its  exit  at
            L~.  The  fluid  within  the  bed  from  the  entrance  up  to  L~  will  be  at  the
            same  concentration  as  that  of the  feed,  namely co. The  adsorbent  loading
            in  this  region  of  the  bed  will  be  in  equilibrium  with  the  feed  concentra-
            tion. The MTZ will exist from L~ to the end of the bed L.
              It is clearly possible to design a fixed adsorption bed by adding together
            the  lengths which correspond first to the equilibrium portion  (0 to  L~) and
            second  to  the  MTZ  (L~  to  L).  The  former  length  can  be  obtained  from
            a  simple  mass  balance  and  requires  that  the  equilibrium  isotherm  rela-
            tionship  is  known  (see  Chapter  3).  In  contrast,  rigorous  and/or  short-cut
            techniques  must  be  used  to  obtain  the  MTZ  length  and  to  determine  its
            rate of progress through the packed bed.
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