Page 200 - Bird R.B. Transport phenomena
P. 200

184   Chapter 6  Interphase Transport in Isothermal Systems

                           However,  if  one has  to make more  than  a  few  calculations  of  (v z), it  is advantageous  to de-
                           velop  a systematic  approach; we  suggest  two  methods  here.  Because experimental  data  are
                           often  presented  in graphical  form,  it is important  for  engineering students  to use their origi-
                           nality in devising special methods such as those described here.
                               Method A.  Figure  6.2-2  may  be  used  to  construct  a  plot 6  of  Re versus  the  group  ReVf,
                           which does not contain (v z):
                                                                        D
                                                            fro  ~ PL  _ P  /fro ~
                                                                    )D
                           The quantity  ReVf  can be computed  for  this problem, and  a value  of  the Reynolds  number
                           can be read  from  the  Re versus  ReVf  plot.  From  Re the average  velocity  and  flow  rate  can
                           then be calculated.
                               Method B. Figure  6.2-2 may  also be used  directly  without  any  replotting, by  devising a
                           scheme that  is equivalent  to the graphical  solution  of  two simultaneous  equations. The  two
                           equations are
                                         /  = /(Re, k/D)  curve given in Fig. 6.2-2            (6.2-22)
                                                 2
                                            (ReVf)
                                         /  =   —       straight line of slope 2  on log-log plot  (6.2-23)
                                                                         -
                           The procedure is then to compute ReVf  according to Eq. 6.2-21 and  then to plot Eq. 6.2-23 on
                           the log-log plot  of / versus Re in Fig. 6.2-2. The intersection point gives the Reynolds number
                           of the flow, from  which (v z) can then be computed.
                               For the problem at hand, we have
                                                                          2
                                                           2
                                                                                    2
                                                                                 2
                                           PO~PL  = (3.00 lb f/in. )(32.17 lb m/ft lb, s )(144 in. /ft )
                                                          4
                                                 =  1.39X  10  lb w/ft  • s 2
                                               D =  (7.981 in.)(£ ft/in.)  =  0.665 ft
                                               L = 1000 ft
                                               p =  62.3 lb,,,/ft 3
                                                                  4
                                               /x =  (1.03 cp)(6.72 x  l(T (lb HI/ft  • s)/cp)
                                                           4
                                                 =  6.93 X 10"  lb,, ?/ft  • s
                           Then according to Eq. 6.2-21,
                                                                                  4
                                              Dp   (po -  p L)D  (0.665X62.3)  /(1.39 X 10 )(0.665)
                                                                      4
                                                      2Lp     (6.93 X 10" ) V  2(1000X62.3)
                                                            =  1.63  X 10 4  (dimensionless)   (6.2-24)
                                                                                                 4
                           The line  of  Eq.  6.2-23  for  this value  of  ReVf  passes  through /  =  1.0  at  Re  =  1.63  X  10  and
                                                       5
                           through/  =  0.01 at Re =  1.63  X 10 . Extension  of the straight line through  these points to the
                           curve of Fig. 6.2-2 for k/D = 0.00023 gives the solution to the two simultaneous equations:
                                                                    =  2.4X10*
                                                                                               (6.2-25)
                           Solving for w then gives
                                             w  =  (TT/4)D/I  Re
                                                                                  5
                                                                     4
                                               =  (0.7854X0.665X6.93 X 10" )(3600)(2.4 X 10 )
                                                        5
                                                                   k
                                               =  3.12 X 10  lb m /hr  = 39 g/s                (6.2-26)
                               6
                                A related plot was proposed by T. von Karman, Nachr. Ges. Wiss. Gottingen, Fachgruppen, I, 5, 58-76
                           (1930).
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