Page 200 - Applied Process Design For Chemical And Petrochemical Plants Volume II
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Distillation                                          189

                       I .o

















                       3.10


















                                                        0.10




             Figure 8-137. Flooding capacity, sieve trays; weir height is less than 15% of tray spacing; low- to non-foaming system; hole area at least 10%;
             hole sizes %-in.  to W-in.  dia.; surface tension = 20 dynedcm. Used by permission, Fair, J. R., PetroKhem. Engineer, Sept (1961), p. 46, repro-
             duced courtesy of Petroleum Engineer International, Dallas, Texas.


                                                         (8 - 284)
                                                                        CSB, design = CSB, chart


               Note  that the values taken directly from Figure 8-137   4. Choose  tower  diameter  that  bill  give  the  desired
             apply to sieve trays having a hole area of 10% or more of   approach to flooding. Or, if dealing with an existing
             active area; holes no larger than % in., and liquid surface   tower, calculate the approach to flooding.
             tension of 20 dynes cm. Corrections are as follows:     5. Estimate the fractional entrainment  I)  from Figure
                                                                       8-138 or 8-139.
               a. Hole area
             __                   -                   ~.               Using Figure 8-138:
                  HolejActive Area      CSB design/CsB chart
                                                                                                 L
                        0.10                   1.00                Percent flood =  1  CSB,operating  loo ]c=Constant   (8-290)
                        0.08                   0.90                                  CSB,flood
                        0.06                   0.80
                     ~               --                   -.             Use with Figure 8-137 to estimate both flood point
               b. Hole size                                            and entrainment.
                   No correction for hole diameter < y4 in. Correction
                 factors for larger diameters not known.           The wet efficiency is : E,  /ED =   1       (8 - 291)
               c. Surface tension                                                            1+ED (V/(l-v)
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