Page 173 - Bird R.B. Transport phenomena
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§5.2  Time-Smoothed Equations  of Change for  Incompressible  Fluids  157




                         \        v z  A
            )city
               1 U   41" и  VY  U
           >
                    v' z {t)  = г (t)-v z                           vM)
                         z

                             Timef                                         Time t
                               (я)                                           (b)
          Fig. 5.2-1.  Sketch showing  the velocity  component v z  as well as its time-smoothed  value  v z  and its  fluctuation
          v'  in turbulent flow  (a) for  "steadily  driven  turbulent flow"  in which v z  does not depend  on time, and (b) for a
            z
          situation in which v z  does depend on time.


                       the  period  f  being  long  enough  to give  a  smooth  averaged  function.  For the system  at
                                 0
                       hand,  the  quantity  v ,  which  we  call  the  time-smoothed  velocity, is  independent  of  time,
                                        z
                       but  of  course  depends  on  position.  When  the  time-smoothed  velocity  does  not  depend
                       on  time, we  speak  of steadily driven turbulent flow. The same comments we  have  made  for
                       velocity  can also be made for  pressure.
                           Next we  consider  turbulent  flow  in a tube with  a time-dependent pressure  gradient.
                       For  such  a flow one can define  time-smoothed quantities  as above, but one has to under-
                       stand  that the period  t 0  must  be  small  with  respect  to the changes  in the pressure  gradi-
                       ent,  but  still  large  with  respect  to  the  periods  of  fluctuations.  For  such  a  situation  the
                       time-smoothed  velocity  and the actual velocity  are illustrated  in Fig. 5.2-1 (b). 1
                           According  to  the  definition  in  Eq.  5.5-2, it  is  easy  to verify  that  the  following  rela-
                       tions are true:
                                                                                     д  -
                                            =  v z                                    v     (5.2-3)

                                    2
                       The quantity  v'  will not, however,  be zero, and  in fact  the ratio V^V(i> ) can be taken to
                                   z
                                                                                   2
                       be  a measure  of  the magnitude  of  the turbulent  fluctuations.  This  quantity, known  as  the
                       intensity  of  turbulence,  may  have  values  from  1  to  10%  in  the  main  part  of  a  turbulent
                       stream  and values  of  25% or higher  in the neighborhood  of  a solid  wall. Hence, it must  be
                       emphasized  that we are not necessarily  dealing with  tiny disturbances; sometimes  the fluc-
                       tuations are actually  quite violent  and  large.
                           Quantities  such  as v' v'  are also  nonzero. The reason  for  this is that the local  motions
                                              y
                                            x
                       in  the x and у  directions  are correlated.  In other words,  the  fluctuations  in the x  direction
                       are  not  independent  of  the  fluctuations  in  the  у  direction.  We  shall  see  presently  that
                       these  time-smoothed values  of  the products  of  fluctuating  properties  have  an important
                       role  in turbulent  momentum  transfer.  Later  we  shall  find  similar  correlations  arising  in
                       turbulent heat and mass  transport.




                           1  One can also define the "overbar"  quantities in terms of an "ensemble average."  For most
                       purposes the results are equivalent or are assumed  to be so. See, for example, A. A. Townsend, The
                       Structure of Turbulent Shear Flow, Cambridge University  Press, 2nd edition (1976). See also P. K. Kundu,
                       Fluid Mechanics, Academic Press, New York (1990), p. 421, regarding the last of the formulas  given in
                       Eq. 5.2-3.
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