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216  Chapter 7  Macroscopic Balances for  Isothermal Flow  Systems

                           will be assumed  to be  flat.  In Fig. 7.6-5(b)  we  show  an approximate velocity  profile  at plane 2,
                           which  we  use  in the application of the macroscopic balances. The standard  orifice  meter equa-
                           tion is obtained by applying the macroscopic mass and mechanical energy balances.
      SOLUTION             (a)  Mass  balance.  For a  fluid  of  constant density  with  a  system  for  which  S }  =  S 2  =  S, the
                           mass balance in Eq. 7.1-1 gives
                                                            <0i> = (v )                         (7.6-41)
                                                                   2
                           With  the assumed  velocity  profiles  this becomes

                                                            v,  = jv o                          (7.6-42)

                           and  the volume rate of flow  is w  = pv S.
                                                         }
                           (b)  Mechanical  energy balance.  For a constant-density fluid  in a flow system  with  no  eleva-
                           tion change and no moving parts, Eq. 7.4-5 gives

                                                   2 ( )  2 (  )  P
                                                             V
                           The  viscous  loss  E v  is  neglected,  even  though  it  is  certainly  not equal  to zero. With  the  as-
                           sumed velocity  profiles,  Eq. 7.6-43 then becomes




                           When  Eqs. 7.6-42 and 44 are combined to eliminate v , we  can solve for v ]  to get
                                                                     0
                                                                          T

                           We  can now multiply  by  pS to get the volume rate of flow. Then to account for  the errors in-
                           troduced by  neglecting  E  and by  the assumptions regarding  the velocity  profiles  we  include
                                               v
                           a discharge coefficient, C , and obtain
                                              d


                           Experimental  discharge  coefficients  have  been  correlated  as  a  function  of  S /S  and  the
                                                                                           o
                                          2
                                                                          4
                           Reynolds  number.  For Reynolds  numbers greater  than  10 , C  approaches about  0.61  for  all
                                                                             d
                           practical values  of  S /S.
                                           o
                               This example has illustrated the use  of the macroscopic balances to get the general form  of
                           the  result, which  is  then  modified  by  introducing a  multiplicative  function  of  dimensionless
                           groups  to  correct  for  errors  introduced  by  unwarranted  assumptions.  This  combination  of
                           macroscopic balances and dimensional considerations is often used and can be quite  useful.
      §7.7  USE  OF  THE  MACROSCOPIC BALANCES
            FOR  UNSTEADY-STATE PROBLEMS

                           In  the preceding section we  have illustrated the use  of  the macroscopic balances for  solv-
                           ing  steady-state problems.  In this section we  turn  our  attention  to unsteady-state prob-
                           lems.  We  give  two  examples  to  illustrate  the  use  of  the  time-dependent  macroscopic
                           balance equations.


                               2
                                G. L. Tuve and  R. E. Sprenkle, Instruments,  6, 202-205, 225, 232-234  (1935); see also  R. H. Perry and
                           С. Н. Chilton, Chemical  Engineers' Handbook, McGraw-Hill, New  York,  5th edition  (1973), Fig. 5-18; Fluid
                           Meters:  Their Theory and Applications, 6th edition, American  Society  of Mechanical Engineers, New  York
                           (1971), pp. 58-65; Measurement of Fluid Flow Using Small  Bore Precision Orifice  Meters, American
                           Society  of Mechanical Engineers, MFC-14-M, New  York  (1995).
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