Page 454 - Modelling in Transport Phenomena A Conceptual Approach
P. 454

434     CHAPTER 10.  UNSTEADY MICROSCOPIC BAL. WITHOUT GEN.


             The unknown coefficients Cn can be determined by  using the initial condition in
             Eq.  (10.1-26). The result is
                                              00
                                      1 - < =   C, sin(nn<)                 (10.1-41)
                                             n=O
             Since the eigenfunctions are simply orthogonal, multiplication of  Eq.  (10.1-41) by
             sin(m?r<) and integration from E = 0 to < = 1 gives





             Note that the integral on the right side of  Eq.  (10.1-42) is zero when n # m and
             nonzero when n = m.  Therefore, when n = m the summation drops out and Eq.
             (10.1-42) reduces to the form

                                                                            (10.1-43)

             Evaluation of  the integrals gives
                                                  2
                                            c, = -                          (10.1-44)
                                                  n?r
             The transient solution takes the form

                                                                            (10.1-45)

             Substitution of  the steady-state and the transient solutions, Eqs.  (10.1-24) and
             (10.1-45), into Eq.  (10.1-20) gives the solution as

                                                                            (10.1-46)


                The volumetric flow rate can be determined by integrating the velocity distri-
             bution over the cross-sectional area of  the plate, i.e.,
                                       C2 = Lw I”
                                                     dzdy
                                                   v,
                                                   1
                                         = WBVL @e                          (10.1-47)

             Substitution af Eq.  (10.1-46) into Eq.  (10.1-47) gives





             Note that when r + 00, 8 -, WBV/2 which is identical with Eq. (8.1-15).
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