Page 349 - Modelling in Transport Phenomena A Conceptual Approach
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9. I.  MOMENTUM TRANSPORT                                           329


              The volumetric flow rate can be determined by integrating the velocity distri-
           bution over the cross-sectional area, i.e.,

                                      Q = Jd"  Jd"  vz dzdy                 (9.1-25)


           Substitution of EQ. (9.1-23) into EQ. (9.1-25) gives the volumetric flow rate in the
           form
                                                                            (9.1-26)


           Dividing the volumetric flow rate by the flow area gives the average velocity as

                                                                            (9.1-27)




           9.1.1.1  Macroscopic balance
           Integration of the governing differential equation, Eq.  (9.1-19), over the volume of
           the system gives the macroscopic momentum balance as

                 - Jd" Jd"  Jd"  /I 2 dxdydz =             L    dxdydz      (9.1-28)

           or                                     -
                                  1z=O)  L W   =  (Po - PL) WB              (9.1-29)
                     (~ZZ lz=B  -  Z  Z
                               ~
                               Y
                            Drag force         Pressure and gravitational
                                                      forces
           Note  that  EQ. (9.1-29) is  nothing  more  than  Newton's  second  law  of  motion.
           The interaction of  the system, i.e.,  the fluid between the parallel plates, with the
           surroundings is the drag force, FD, on the plates and is given by

                                                                            (9.1-30)

              On the other hand,  the friction factor is the dimensionless interaction of  the
           system with the surroundings and is defined by Eq.  (3.1-7), Le.,

                                       FD  = AchKch(f)                      (9.1-31)
           or,
                                                                            (9.1-32)

           Simplification of  Eq.  (9.1-32) gives

                                                                            (9.1-33)
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