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                       126                       Applied Process Design for Chemical and Petrochemical Plants


                       chart reads  p t      6.2 psi>100 ft                      This is a significant reduction in area and is primarily
                                                                                 due to the increased  t during winter operation. Actu-
                                            6.2
                        Total exchanger  p t   a  b14 passes2116 ft tubes2       ally, the unit will subcool the condensate with the excess
                                            100
                                                                                 surface during the winter. Note that this result is based
                                            3.87 psi                             on maintaining the same water quantity through the
                                                                                 tubes. If a lower velocity is acceptable for the water
                           For usual purposes the effect of water temperature is  conditions, then a higher temperature rise can be taken,
                           not great, and Figure 10-138 can be used. The         which reduces the liquid subcooling. Very few waters are
                           preceding value checks Stoever 109  with  p t   3.85 psi.  acceptable for cooling without excessive scaling when
                                                                                 the velocity falls below 1 ft/sec.
                       Total tube side  p t   2.52   3.87   6.39 psi   6.4 psi  19. Although the previously discussed unit will perform as
                       Allow: 8 psi                                              required, it may be larger than necessary. The water
                                                                                 velocity of 4.8 ft/sec is not as high as would be pre-
                           Total shell side  p s (refer to the pressure drop section  ferred.
                           of this chapter) can be neglected for pressure units  20. Redesign, using  / 4 -in. bimetal tubes.
                                                                                               3
                           unless an unusual condition or design exists. To check,  Try for a minimum tube velocity of 6.5 ft/sec:
                           follow procedure for unbaffled shell pressure drop.
                        17. For the specification sheet, see Figure 10-72.   gpm     11362 110>52     272 gpm
                                                                               3
                                                                             ft >sec.     0.606
                        18. Winter operation—In order not to allow the water                                   2
                                                                             Water flow area     0.606>6.5     0.0934 ft
                           velocity in the tubes to fall below 3 ft/sec in the winter,
                           you may have to compromise with the selected unit as      3
                                                                                 For  / 4 -in. tubes with an I.D. equivalent to about a 12
                           based on 90°F water. If the average four-month winter
                                                                                 BWG tube:
                           temperature drops to 70°F, the quantity of water
                           required will be reduced as will the velocity through the                            2
                                                                             Tube flow area     0.223>144      0.00155 ft >tube
                           tubes. The low velocity is the point of concern. Check
                                                                             Number of tubes     0.0934>0.00155     30.1 tubes>pass
                           to determine the prevailing conditions.
                                                                                 Assumed unit for trial conditions:
                       LMTD:
                          106.6         106.6                                     680,000
                                                                             A              226 ft  1using 15°  t for estimating2
                                                                                                2
                           80.6         070                                      12002115°2
                           26.6         036.6
                       LMTD = 31.5°F                                         Outside area/tube   0.1963 ft 2
                                                                             Number of feet tube   226/0.1963   1,550 ft
                           This assumes the same quantity of water in order to  Using 16-ft tubes:
                           keep the velocity the same.                       Number required   1,150/16   72
                                                                                                       3
                                                                                                                   15
                           Revised tube side film coefficient:               For a 4-pass, fixed tubesheet unit,  / 4 -in. tubes on  / 16 -in.
                                                                             triangular pitch, shell I.D.   12-in., number of tubes   84:
                                                                             No. tubes/pass   84/4   21
                       At 75°F, h i      1,025
                                                                             Flow area/pass   (21) (0.00155)   0.0326 ft 2
                                                                              3
                                                                             ft /sec for 6.5 ft/sec   (6.5) (0.0326)   0.212
                           Corrected:
                                                                             gpm   0.212 (7.48) (60)   95.2
                                                                             lb/hr   (95.2) (8.33) (60)   47,700
                                                               2
                       h io      11,0252 10.962 1.782>1 .02     768 Btu>hr 1ft 2 1°F2
                                                                             For the film coefficient, tube side, use a mean water temperature
                                                                             of 85°F instead of 95°F. This will lean a little more to the winter
                           Assume the shell-side film coefficient unchanged,  operation and be safe for summer.
                           because the previous selection was on conservative side.  h i   1,400
                                                                                        3
                                                                             correction for  / 4 -in. tube   1.15
                                       1                                                      0.532
                       U                              201 Btu>hr 1ft 21°F2   h io   11,400211.152a  b   1,140 Btu>hr 1ft 21°F2
                                                                                                                  2
                                                                 2
                             1                   1                                            0.75
                                  0.001   0.002
                            1,500               660
                                                                                 Film coefficient, shell side:
                           Revised area required:
                             680,000                                                 1,440
                       A               107 ft 2                              G o –            4.84 lb>hr 1lin ft2
                           12012131.52                                             15.51842 2>3
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