Page 134 - Separation process principles 2
P. 134

3.5  Mass Transfer in Turbulent Mow  99


       where EM, EH , are ED  are momentum, heat, and mass eddy   Npr = NSc = 1. Thus,  the  Reynolds  analogy  has  limited
       diffusivities, respectively; v  is  the  momentum  diffusivity   practical value and is rarely applied in practice. Reynolds
       (kinematic viscosity), k/p; and u is the thermal diffusivity,   postulated the  existence of  the  analogy  in  1874 [53] and
       k/pCp. As a first approximation, the three eddy diffusivities   derived it in 1883 [50].
       may be assumed equal. This assumption is reasonably valid
       for  EH  and  ED,  but  experimental  data  indicate  that   Chilton-Colburn Analogy
                                                                                --
       €MI~~ EM/€~ is sometimes less than  1.0 and as low as
             =
                                                          A widely used extension of the Reynolds analogy to Prandtl
       0.5 for turbulence in a free jet.
                                                          and Schmidt numbers other than 1 was presented by Colburn
                                                          [54] for heat transfer and by  Chilton and Colburn [55] for
       Reynolds Analogy
                                                          mass transfer. They showed that the Reynolds analogy for
       If (3-154) to (3-156) are applied at a solid boundary, they can   turbulent flow could be corrected for differences in velocity,
       be  used  to  determine transport  fluxes based  on  transport   temperature, and concentration distributions by  incorporat-
       coefficients, with driving forces from the wall, i, at z = 0, to   ing Npr and Nsc into (3-162) to define the following three
       the bulk fluid, designated with an overbar, -:     Chilton-Colburn  j-factors, included in Table 3.13.








                                                          Equation  (3-165) is  the  Chilton-Colburn  analogy  or  the
                                                          Colburn analogy  for  estimating average transport  coeffi-
                                                          cients for turbulent  flow.  When  NPr = Nsc  = 1, (3-165)
       We  define dimensionless velocity, temperature, and  solute   reduces to (3- 162).
       concentration by                                     In general, j-factors are uniquely determined by the geo-
                                                          metric configuration and the Reynolds number. Based on the
                                                          analysis, over many years, of experimental data on momen-
                                                          tum, heat, and  mass transfer, the following representative
       If (3-160) is substituted into (3-157) to (3-159),   correlations have been developed for turbulent transport to
                                                          or from smooth surfaces. Other correlations are presented in
                                                          other chapters. In general, these correlations are reasonably
                                                          accurate for Npr and Nsc in the range of 0.5 to 10, but should
                                                          be used with caution outside this range.
                                                             1.  Flow  through  a  straight,  circular  tube  of  inside
       This equation defines the analogies among momentum, heat,   diameter D:
       and mass transfer. Assuming that the three eddy diffusivities   j~ = j~ = jD = o.o~~(N~~)-~'~
                                                                                                    (3-166)
       are  equal  and  that  the  molecular  diffusivities  are  either
                                                               for  10,000 < NRe=  DGlk < 1,000,000
       everywhere negligible or equal,
                                                            2.  Average transport coefficients for flow  across a  flat
                                                               plate of length L:

       Equation  (3-162)  defines  the  Stanton  number  for  heat
       transfer,
                             h       h                      3.  Average  transport coefficients for  flow  normal  to  a
                                 -
                    NStH = - -                   (3-163)       long, circular cylinder of diameter D, where the drag
                                 -
                           PCPUX  GCP
                                                               coefficient includes both form drag and skin friction,
       where  G = mass velocity = iixp , and  the Stanton number   but only the  skin friction contribution applies to the
       for mass transfer,                                      analogy:
                              kc   kcp                                                         -0.382
                       N   =-=-                  (3-164)       (jM)skin friction  = JH = j~ = 0.193(N~e)
                        st~
                              ii,   G
                                                               for  4,000 < NRe < 40,000            (3-168)
       both of which are included in Table 3.13.
                                                               (j~)skin friction = j~ = j~ = 0.0266(N~,) -0.195
         Equation (3-162) is referred to as the Reynolds analogy.
                                                               for  40,000 < NRe < 250,000          (3-169)
       It can be used to estimate values of heat and mass transfer
       coefficients  from  experimental  measurements  of  the                     DG
                                                               with          NRe = -
       Fanning friction factor for turbulent flow, but  only when                   k
   129   130   131   132   133   134   135   136   137   138   139