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98  Chapter 3  The Equations of Change for  Isothermal Systems

                           In these dimensionless equations, the four  scale factors  /  v , p, and  /x appear in one dimen-
                                                                         0/
                                                                           0
                           sionless  group. The reciprocal of this group  is named after  a famous  fluid  dynamicist 3
                                                             Ц
                                                   Re = |     =  Reynolds number               (3.7-10)

                           The  magnitude  of  this  dimensionless  group  gives  an  indication  of  the  relative  impor-
                           tance  of inertial and viscous  forces  in the fluid  system.
                               From  the two  forms  of  the equation  of  motion given  in  Eq. 3.7-9, we  can gain  some
                           perspective  on  the special  forms  of  the Navier-Stokes  equation given  in  §3.5. Equation
                           3.7-9a gives the Euler equation  of  Eq. 3.5-9  when  Re  —> °°  and  Eq. 3.7-9b gives the creep-
                           ing  flow  equation  of  Eq.  3.5-8  when  Re  < <  1. The regions  of  applicability  of  these and
                           other asymptotic forms  of the equation of motion are considered further  in §§4.3 and  4.4.
                               Additional  dimensionless  groups  may  arise  in the initial  and boundary conditions;
                           two that appear in problems with  fluid-fluid  interfaces  are

                                                     Fr  = к-н  = Froude number                (3.7-11) 4

                                                    We  =      =  Weber  number                (3.7-12) 5

                           The first  of these contains the gravitational  acceleration g, and the second contains the in-
                           terfacial  tension cr,  which  may enter into the boundary conditions, as  described  in Prob-
                           lem 3C.5. Still other groups  may appear, such as ratios  of  lengths  in the flow  system  (for
                           example, the ratio of tube diameter to the diameter of the hole in an orifice meter).


       EXAMPLE   3.7-1     The flow  of an incompressible Newtonian fluid  past a circular cylinder is to be studied  exper-
                           imentally. We  want  to know  how  the flow  patterns and pressure  distribution depend  on the
      Transverse Flow      cylinder  diameter, length, the approach velocity,  and  the  fluid  density  and  viscosity.  Show
      around a Circular    how to organize the work  so that the number of experiments needed will be minimized.
      Cylinder 6
                           SOLUTION
                           For the analysis  we  consider an idealized  flow  system: a cylinder  of diameter D and length L,
                           submerged  in an otherwise  unbounded  fluid  of  constant density  and  viscosity.  Initially  the
                           fluid  and  the cylinder  are both at rest.  At  time t  =  0, the cylinder  is  abruptly  made to move
                           with velocity  v x  in the negative x direction. The subsequent  fluid  motion is analyzed  by  using
                           coordinates fixed  in the cylinder axis as shown in Fig. 3.7-1.
                               The  differential  equations describing  the flow  are the equation  of  continuity  (Eq. 3.7-1)
                           and the equation of motion (Eq. 3.7-2). The initial condition for  t  = 0 is:
                           I.C.                 ifx  2  +  y > ^ D  2  or  if  \z\  >{L,        (3.7-13)
                                                      2
                           The boundary conditions for  t >  0 and all z are:
                           B.C. 1              as x 2  + y 2  + z 2       v—> о,                (3.7-14)
                           B.C. 2               if x  2  + y  2  < ^C     v  = 0                (3.7-15)
                           B.C. 3              as x  —> -  oo at у  = О,                        (3.7-16)


                               3
                                See fn.  1 in §2.2.
                               4  William Froude (1810-1879) (rhymes with "food") studied at Oxford  and  worked as  a civil
                           engineer concerned  with railways and  steamships. The Froude  number  is sometimes defined  as  the
                           square root  of  the group given  in  Eq. 3.7-11.
                               5  Moritz Weber (1871-1951) (pronounced  "Vayber") was  a professor  of naval architecture  in Berlin;
                           another dimensionless group involving the surface tension  in the capillan/ number, defined  as  Ca  = \^ь^/а\
                               6  This example is adapted  from  R. P. Feynman,  R.  B. Leighton, and  M. Sands,  The Feynman Lectures
                           on Physics, Vol.  II, Addison-Wesley, Reading, Mass. (1964), §41-4.
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