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               260                                                                         Adsorption (Chemical Engineering)


               tagged according to the phase of their nuclear spins, during
               a known time interval of a few milliseconds. The quan-
               tity measured is thus the self-diffusivity D s rather than
               the transport diffusivity, since under the conditions of the
               experiment there is no concentration gradient. The two
               quantities are related, however, by a well-defined rela-
               tionship, which in the Henry’s law region reduces simply
               to D s = D 0 = lim c→0 D.


               VI. ADSORPTION COLUMN DYNAMICS


               In most adsorption processes the adsorbent is contacted
               with fluid in a packed bed. The analysis and rational de-
               sign of such processes therefore require an understanding
               of the dynamic behavior of such systems. What is required
               is a mathematical model which will allow the effluent
               concentration to be predicted for any defined change in
               feed concentration, but two simple situations are of special
               interest:

               1. The response of a column, initially at equilibrium
                  with the feed stream, to a step change in the
                  concentration of an adsorbable species in the feed.
                  This is referred to as the breakthrough curve (for a
                  concentration increase) or the desorption curve (for a
                  concentration decrease). The simplest case is a clean
                  bed exposed to a finite steady feed concentration at  FIGURE 6 (a) Equilibrium isotherms and (b) dimensionless equi-
                  time zero (or the corresponding desorption step), but  librium diagram showing distinction between favorable, unfa-
                                                                 vorable, and linear systems. (Reprinted with permission from
                  changes between two finite concentrations can also be
                                                                 Ruthven, D. M. (1984). “Principles of Adsorption and Adsorption
                  considered in the same way. The breakthrough curve
                                                                 Processes,” copyright John Wiley & Sons, New York.)
                  clearly gives directly the breakthrough time (i.e., the
                  time at which the effluent concentration reaches the
                  maximum allowable level in a purification process)  tant. This means that a useful qualitative understanding
                  and hence the dynamic capacity of the bed.     can be achieved simply from equilibrium theory, and this
               2. The response of a column to a pulse injection of  approach has proved especially valuable for multicompo-
                  sorbate into an inert (nonadsorbing) carrier. This is  nent systems where a more precise analysis including both
                  referred to as the chromatographic response. Such  kinetic and equilibrium effects is difficult.
                  measurements provide a convenient way of         Equilibrium isotherms can be classified as favorable or
                  determining kinetic and equilibrium data.      unfavorable according to the shape of the X–Y  diagram
                                                                 (Fig. 6). It is evident that if an isotherm is favorable for
                 For a linear system essentially the same information  adsorption, and that is the most common situation (cor-
               can be deduced from either a pulse or step response mea-  responding to a type I isotherm of Brunauer’s classifica-
               surement. (Since the pulse is the time derivative of the step  tion), it will be unfavorable for desorption. The rate at
               function, the response to the pulse will be the derivative of  which a disturbance propagates through the column is de-
               the step response.) Both methods are widely used, and the  termined by the slope of the equilibrium isotherm and,
               choice is therefore dictated by experimental convenience  for a favorable isotherm, is higher at higher concentra-
               rather than by fundamental theoretical considerations.  tions. This leads to “self-sharpening” of the concentration
                 The broad features of the dynamic response are deter-  profile and, in a column of sufficient length, to “constant-
               mined by the form of the equilibrium isotherm. The be-  pattern” behavior (Fig. 7). In the initial region of the col-
               havior may be significantly modified by kinetic effects,  umn the concentration profile broadens as it progresses
               but the general pattern of the system response remains  through the column, but after some distance a coherent dy-
               the same even when resistance to mass transfer is impor-  namic situation is achieved in which the tendency for the
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