Page 264 - Modelling in Transport Phenomena A Conceptual Approach
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244   CHAPTER 8.  STEADY MICROSCOPIC BALANCES WITHOUT GEN.


            8.1.2.1  Investigation  of the limiting case

            Once the solution to  a  given problem  is obtained,  it  is  always advisable to  in-
            vestigate the limiting cases if  possible, and compare the results with the known
            solutions. If  the results match, this does not necessarily mean that the solution is
            correct, however, the chances of  it being correct are fairly high.
               In this case, when the ratio of  the radius of  the inner pipe to that of the outer
            pipe is close to unity, i.e.,  ~d --+ 1, a concentric annulus may be considered to be a
            thin-plane slit and its curvature can be neglected.  Approximation of  a concentric
            annulus as a parallel plate requires the width, W, and the length, L, of  the plate
            to be defined as
                                         w = aR(l+ K)                       (8.1-34)

                                         B = R (1 - K)                      (8.1-35)
            Therefore, the product WB is equal to

                                                               WB
                           WB = rR2(1 - K~)  +  aR2 = -  (8.1-36)
                                                               1 - 62
            so that Eq.  (8.1-30) becomes


                               &=-  WBV          1                           (8.1-37)


            Substitution of  $ = 1 - K  into Eq.  (8.1-37) gives


                                                                            (8.1-38)

            The Taylor series expansion of  the term ln(1-  $)  is


                                                                             (8.1-39)

            Using Eq.  (8.1-39) in Eq. (8.1-38) and carrying out the divisions yields
                                          +...  -2(&-z---  3+  ...)]         (8.1-40)
                                                           3



                              &=-  WBV                                       (8.1-41)

            Note that Eq.  (8.1-41) is equivalent to Eq.  (8.1-15).
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