Page 27 - Gas Purification 5E
P. 27

Introduction   17

                 the absorption coefficient and driving forces and then integrating this equation over the
                 length of  the column. For the individual film coefficients, this results in the following
                 expression for column height (Sherwood and Pigford, 1952):
                                              L
                   h=Ghjp'       PBM  dP  =-Ic1       dc
                          p2 kba(P -   -pel   pL  c2 kLa(ce - c)                 (1-8)

                   Where:   h = height of packed wne, ft
                         G'M  = superficial molar mass velocity of inert gas, lb moles/(hr)(sq ft)
                          p, = partial pressure of solute in entering gas, atm
                          p2  = partial pressure of solute in leaving gas, atm
                           P = total pressure of system, atm
                           p = partial pressure of solute in main gas stream, atm
                          pe = partial pressure of solute in equilibrium with main body of solution, atm
                         PBM  = log mean of inert gas pressures
                          VG =   (peM/p) = special mass-transfer coefficient which is independent of gas
                              composition, lb moles/(br)(sq ft)(atm)
                           L = liquid flow rate, lb/(hr)(sq ft)
                          pL = liquid density, lb/cu ft (assumed constant)
                          c1  = solute concentration in liquid leaving bottom of column, lb moleslcu ft
                          c2 = solute concentration in liquid fed to top of column, lb moledcu ft
                           c = solute concentration in main body of liquid, lb moleslcu ft
                          c,  = concentration of solute in liquid phase in equilibrium with main body of
                              gas, lb molesku ft

                   The equations may be integrated graphically by a method developed by  Walker et. a1
                 (1937) that is also described by  Sherwood and Pigford (1952).  Simplified forms of  these
                 equations have been developed which are much more readily used and which are sufficiently
                 accurate for most engineering-design calculations.  Two of these forms are particularly adapt-
                 ed to the low gas and liquid concentrations that are frequently encountered in gas purifica-
                 tion. These equations assume that the following conditions hold

                  1. The equilibrium curve is linear over the range of  concentrations encountered (and there-
                   fore overall coefficients can be used).
                 2. The partial pressure of the inert gas is essentially constant over the length of the column.
                 3. The solute contents of gaseous and liquid phases are sufficiently low that the partial pres-
                   sure and liquid concentration values may be assumed proportional to the corresponding
                   values when expressed in terms of moles of solute per mole of inert gas (or of solvent).

                   In terms of the overall gas coefficient and gas-phase compositions, the tower height can be
                 estimated by equation 1-9:





                 or, where the overall liquid absorption coefficient is available, the column height may be cal-
                 culated in tenns of liquid-phase compositions:
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