Page 359 - Modelling in Transport Phenomena A Conceptual Approach
P. 359

9.1.  MOMENTUM TRANSPORT                                            339


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


                                     Q = 1'" ll v, T drd6                  (9.1-98)
                                                       (1 - .">"
           Substitution of Q.  (9.1-96) into Eq.  (9.1-98) and integration gives



                            &=                                 1           (9.1-99)
                                                          In IC

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


                                                                          (9.1-100)




           9.1.4.1  Macroscopic balance

           Integration of  the governing differential equation, Eq.  (9.1-92), over the volume of
           the system gives








                 T,,~,=R  2nRL - T,z1r=n~27riCRL = 7rR2(1 - fC2) (PO - PL)   (9.1-102)
                 \             *             &  \        Y
                           Drag force            Pressure and gravitational
                                                        forces
           Note that Eq.  (9.1-102) is  nothing  more than Newton's  second law  of  motion.
           The interaction of  the system, i.e.,  the fluid in the concentric annulus, with the
           surroundings is the drag force, FD, on the walls and is given by
                                                           I
                                 I FD = xR2(1 - K~) (Po - PL)             (9.1-103)


           On the other hand, the friction factor is defined by Eq.  (3.1-7) as



           or.
                          i
                  7rR2(1 -  ~ (Po - PL) = [27rR(1+ n)L] (f P(V.)~)  (f)   (9.1-105)
                                 )
                               ~
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