Page 116 - Bird R.B. Transport phenomena
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§3.7  Dimensional Analysis  of the Equations  of Change  101

                          periment  on a  scale  model  of  diameter  D n  =  1  ft.  To have  dynamic  similarity,  we  must
                          choose conditions such  that Re  =  Re^ Then  if  we  use  the same  fluid  in the  small-scale
                                                     n
                          experiment  as  in the large system,  so that /х /р п  = Ц\/ p\, we  find  (IOH  =  150 ft/s  as  the
                                                                         f
                                                                п
                          required  air  velocity  in  the  small-scale  model.  With  the Reynolds  numbers  thus  equal-
                          ized, the flow patterns in the model and the full-scale  system  will look alike: that is, they
                          are geometrically  similar.
                              Furthermore,  if  Re  is  in  the range  of  periodic  vortex  formation,  the  dimensionless
                          time interval  t v^/D  between  vortices  will be the same in the two systems.  Thus, the vor-
                                      v
                          tices will shed  25 times  as  fast  in the model as  in the full-scale  system.  The regularity  of
                                                                               4
                                                                          2
                          the vortex  shedding  at Reynolds  numbers  from  about  10  to 10  is utilized  commercially
                          for  precise flow metering in large  pipelines.
      EXAMPLE 3.7-2       It is desired  to predict the flow behavior  in a large, unbaffled  tank  of  oil, shown  in Fig. 3.7-3,
                          as a function  of the impeller rotation speed. We propose to do this by means of model experi-
     Steady  Flow  in  an  ments in a smaller, geometrically  similar  system.  Determine the conditions necessary  for the
     Agitated  Tank       model studies to provide a direct means of prediction.

     SOLUTION             We consider a tank of radius R, with a centered impeller  of overall diameter D. At time t = 0,
                          the system  is stationary and contains liquid to a height H above the tank bottom. Immediately
                          after  time t  = 0, the impeller begins  rotating at a constant speed  of N revolutions per minute.
                          The drag  of the atmosphere on the liquid  surface  is neglected. The impeller shape and initial
                          position are described by the function S (r, 0, z) = 0.
                                                          imp
                              The flow is governed  by Eqs. 3.7-1 and 2, along with the initial condition
                                             at t = 0, for 0 <  r <  R and 0 < z < H,  v  = 0  (3.7-25)
                          and the following  boundary conditions for the liquid region:
                          tank bottom          at z = 0 and 0 <  r <  R,  v  = 0               (3.7-26)
                          tank wall            at r = R,  v  = 0                               (3.7-27)
                          impeller surface     at S (r,  в -  2тгМ, z) = 0,  v  = 2irNrb H     (3.7-28)
                                                  imp
                          gas-liquid  interface  at S (r, 0, z, 0  = 0,  (n • v)  = 0          (3.7-29)
                                                  int
                                               and  np  + [n •  T] = np  atm                   (3.7-30)


























                          Fig.  3.7-3.  Long-time average  free-surface  shapes, with  Rej = Re .
                                                                              n
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