Page 149 - Applied Process Design For Chemical And Petrochemical Plants Volume II
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138                       Applied Process Design for Chemical and Petrochemical Plants

                             Table 8-14                        Bubblecaps (Cont.)
              Approximate Distribution of Areas as Percent     Clearances
                           of Tower Area                        Cap to tower wall. .....................   1.5 in. minimum
             (Allocated cap area is determined by difference)   Cap to weir. ..........................   .3 in. minimum
                                                                 Cap to downcomer or downflow baffle  .... .3 in. minimum+
                                                                                  .
                                  Ii uid Distribution Area
                Downflow Area  +-                              Tray Dynamics   ...  ._  -  .......... -
         Tower                             I       I             Mean slot opening
         Diam-                cross  Double  Cascade   End        Maximum  .........................   100% slot height
         eter ft.             Flow   Pass I  Double  Wastage      Minimum .................................   .0.5 in.
                                                    ~.           Mean dynamic slot submergence
           3    10-20   ....  10-25                   10-30
           4    10-20   ....   8-20                   7-22        Vacuum operation  .....................   .0.25-1.5  in.t
                                                                  Atmospheric ..........................
           6                   5-12                   5-1 8       30-100  psig. ............................   .0.50-2.0 in.t
                                                                                                        1.0-3.0 in.?
           8                   410                    4-15        200-500 psig ............................
           10                  3-8                    3-12                                              1.5-4.0 in.?
           12                  3-6                    3-10      Vapor distribution ratio (A/hc) ............ .0.5 maximum
           15                  2-5                    2-8        Height clear liquid
           20   ....   10-15   ....                   2-6         in downcomers ....... .50% downflow height, maximum
                                                                 Downflow residence time ........... .5 seconds, minimum
        Used by  permission, Bolles, W.  L.,  Petrohm fiocessing,  Feb.  thru  May   Liquid throw over weir. ... .60% downflow width, maximum
         (1956).                                                 Entrainment
                                                                  As mol/mol  dry vapor ................. 0.10 maximum
                                                                 Pressure drop .....................   As limited by process
                                                                                    .....
                                                               Tray Spacing
                             Table 8-15                          For towers 2.5-10  ft.t  ...........................   18 in.
                  Tray Design Guide for Bubble Caps*             For towers 4-20 ft.t ............................   .24 in.
                                         .......               Miscellaneous Design Factors
         Materials of Construction                               Inlet weirs  ......... Use as required for liquid distributiont
          Type. ..............................   Light gage metalt   Intermediate weirs:
          Material ............. Determined by corrosion conditions   ............. Minimum height > height liquid downstream
         Tray Type                                               Reverse-flow baffles:
          General use  ...............................   Crossflow   .....................   Minimum height twice clear liquid
          Low L/V ratio. ...........................   Reverseflow   Redistribution baffles
          High L/V or large towers ................... Double-pass   Location:
          Very high L/V or very                                   All rows where end space is 1-in.  > .......... cap spacing
            large towers. ....................   Doublepass, cascade   Clearance to caps. ................ Same as cap spacing
                                                                   Height. .....................   Twice height clear liquid
         Downcomers and Weirs                                    Downflow baffle seal
          Downcomer type ...........................   Segmental
          Downflow baffle ..............................   Vertical   Weir to baffle < 5 ft. .........................   .0.5 in.
          Weirs for normal loads  ........................   Straight   Weir to baffle 5-10  ft.. ........................   1.0 in.
          Weirs for low loads. ..........................   Notched   Weir to baffle > 10 ft. .........................   1.5 in.
          Weir adjustment. .............................   1-3  in.?   Tray design deflection (structural). ................. ?4 in.
                                                                 Drain holes
          Length: Cross-flow trays, % Tower Dia. .......... .60-70%t   Size  ......................................   %-%  in.
          Length: Double pass trays, % Tower Dia.  ........ .5060%t   Area. ................... .4 sq. in./100 sq. ft. tray area
          Downcomer width for doublepass trays ......... .8-12  in.t
                                                                 Leakage .............. Max. fall 1.0 in. from top of weir in
         Bubblecaps                                                                   20 min. with drain holes plugged
          Nominal size for:                                      Construction Tolerances
            2.5-3  ft. towers. .............................   .4 in.+   Tray levelness+.  ......... %inch Max. under 36-inch dia.t
            4-10  ft. towers ...............................   .4 in.                     %inch  Max. 36-60-inch dia.t
            10-20  ft. towers ..............................   .6 in.                     %-inch Max. over 60-inch diat
           Design .......................   Use suggested standards?   Weir levelness ..............................   &ein.t
                                                                              - .....  _-
           Pitch. .............. Equil. triangular, rows normal to flow   *Used by permission, Bolles, W.  L., Petmleum hcessing,  Feb. thru May
           Spacing .....................................   1-3in.   (1956)  ; t indicates modification by Ludwig.
           Skirt height. .............................   0.25-1.3  in.+
           Fastening. ..........................   Removable design
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