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66131_Ludwig_CH10D  5/30/2001 4:30 PM  Page 114










                       114                       Applied Process Design for Chemical and Petrochemical Plants

                                                                                             2
                                           60                                h o   46.4 Btu/hr (ft )(°F)
                       Water velocity                 5.88 ft>sec
                                     160217.48210.02272
                                                                                 Try to obtain a better coefficient by closer baffling,
                         5. Film coefficient, tube side,                         check extreme of 2-in. baffle spacing.
                       From Figure 10-50A and 10-50B, at 5.88 fps and 93°F, read:  7. Shell-side film coefficient based on 2-in. baffle spacing,
                                       2
                       h i   1,340 Btu/hr (ft )(°F)                               16,35021144211.252
                                                                                                                2
                                                                             G s                   229,000 lb>hr 1ft 2
                       Correction for tube I.D. of 0.834 in., F w   0.94            110210.252122
                       Correction to outside of tube:
                                                                                  10.0621229,0002
                                                              2
                       h io   (1,340)(0.94)(0.834)/1.0   1,050 Btu/hr (ft )(°F)  R e             14,080
                                                                                      0.978
                         6. Film coefficient, shell side,
                       From Figure 10-54, read:                              From Figure 10-54,
                                                                             j H   66
                                          I.D.1c¿B2
                       Cross-flow area   a s
                                          p11442
                                                                                  166210.055211.812
                                                                             h o                  109.5 Btu>hr 1ft 21°F2
                                                                                                              2
                       Assume baffle spacing of 10 in.   B                             0.06
                       I.D.   shell I.D.   10 in.
                       c   1.25   1.0   0.25 in.                               8. Assume fouling,
                       W   6,350 lb/hr
                       p   1.25                                              Shell side     0.002
                                                                             Tube side     0.001
                           110210.2521102
                       a s               0.139 ft 2
                             11.25211442
                                                                               9. Overall coefficient,
                            W   6,350
                                                   2
                       G s             45,700 lb>hr 1ft 2
                            a s  0.139
                                                                                              1
                                                                              U
                                           D e G s
                       Reynold’s number: Re                                         1                   1
                                                                                         0.001   0.002
                                                                                  1,050                109.5
                                                                                             2
                       D e   (0.72/12)   0.06 ft (Table 10-21)                    76.2 Btu>hr 1ft 21°F2
                          (0.404)(2.42)   0.978 lb/ft (hr)
                                                                              10. Area required,
                            10.062145,7002
                       R e                2,800
                               0.978                                               150,000
                                                                             A               50 ft 2
                                                                                 176.52139.22
                       Reading Figure 10-54,
                       j H   28 (for 25% cut segmental baffles)               11. Area available in assumed unit,
                       From Figure 10-140,                                   A   (0.2618)(24)(8   6 in./12)   47 ft 2

                       f   0.0027 (for 25% cut segmental baffles)
                                                                                 Therefore, the assumed unit is too small.
                       Note: “f” from figure 10-140. is divided by 1.2 for plain tubes (not
                       finned).
                                                                              12. Second trial,
                                                                                 Assume:
                            h o D e c    1>3      0.14
                        j H     a  b   a   b     28                              12-in. I.D. shell, 44 tubes, 1-in. O.D.   14 BWG   8 ft
                                                                                 long on 1  / 4 -in. triangular pitch, 4 tube passes. For the
                             k a  k a     w                                              1
                               0.055  10.333210.404212.422  1>3                  revised water rate, allow only 3°F rise.
                       h o   28a   ba                 b  112
                                0.06        0.055
                                                                                    150,000
                                                                             lb hr           50,000
                                                                                    11213°2
                       Note that ( /  w ) is taken as 1.0 for fluids of low viscosity where
                       the change in temperature does not introduce a significant    50,000
                                                                             gpm              100
                       increase in viscosity.                                       18.3321602
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