Page 275 - Process Equipment and Plant Design Principles and Practices by Subhabrata Ray Gargi Das
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276    Chapter 10 Absorption and stripping




                We decide L op ¼ 1.5   L min ¼ 9400.65 kmol ¼ 169,211.7 kg, as usually the economic optimum is
             in the limit: 1.5   L min   L op   3   L min
                At this operating point, x 1 ¼ (17.86 e 0.893) / 9400.65 ¼ 0.001802.
                x 2 , y 2 and y 1 have the original values, as shown in Fig. P10.2B. The flow rates and the concen-
             trations are also shown in the figure along with a control volume cutting across an arbitrary elevation in
             the bed where the entering gas and the exiting liquid have compositions of y op and x op mole fraction
             respectively.

                                  kmol     mf       kg
                                  0.893  0.00553(y )  57.15
                             SO 2              2
                              Air  160.71  0.99447  4660.59
                                161.603  1.0      4717.74
                                                           kmol    mf
                                                      SO 2   –    0(x )
                                                                     2
                                                      H O  9400.65  1.0
                                                       2
                                          30°C
                                                          9400.65  1.0
                                          1atm
                                            L
                                        1.5x           Control volume
                                            G
                                             min
                                                       kmol     mf        kg
                                                       16.967  0.00182(x )  1085.89
                                                 SO 2                1
                                         y op  x op  H 2 O  9400.65  0.99818  169211.7
                                                     9417.617  1.0     170297.59
                                  kmol     mf        kg
                             SO 2  17.86  0.00553(y 1 )  1143.04
                              Air  160.71  0.99447  4660.59
                                 178.57  1.0      5803.63
             FIGURE P10.2B
                                   Material balance for operation with 1.5 (L/G) min .


                Operating line equation based on the solute balance across the control volume shown in
             Fig. P10.2B is e
                                                   !

                                       y op    y 2                 x op    x 2
                            160:71                   ¼ 9400:65
                                     1   y op  1   y 2           1   x op  1   x 2
             or,
                                                                    !

                                   x op               y op
                                                            0:005561  ¼ p; say
                                         ¼ 0:0171
                                 1   x op           1   y op
             or,
                                                        p

                                                x op ¼
                                                      1 þ p
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