Page 56 - Computational Fluid Dynamics for Engineers
P. 56

£0"
           J"  a-
        ^fe#        Conservation                Equations















         2.1  Introduction

         This  chapter  considers  the  conservation  equations  upon  which  the  structure
         of  fluid  mechanics  has  been  built.  We  assume  that  all  significant  aspects  of  an
         incompressible or compressible  flow can be adequately described  by the  solutions
         of the  conservation  equations  known  as the  Navier-Stokes  equations.  No  serious
         objection  to  this  principle  has  ever  been  advanced,  and  the  validity  of  these
         equations  has  been  established  in  so  many  instances  that  we  may  regard  as  an
         act  of  faith  and  have  full  confidence  in  it.
            The  Navier-Stokes  equations  are  based  on  the  principles  of  conservation  of
         mass,  momentum  and  energy  and  are  presented  in  the  following  section  for
         three-dimensional  flows  in both  differential  and  integral  forms.  Detailed  deriva-
         tions  can  be  found  in  various  textbooks  such  as  [1-5],  so  Section  2.2  does  not
         attempt  to  provide  detailed  derivations.  This  brief  presentation  emphasizes  the
         equations  formulated  in  both  differential  and  integral  forms.  Their  representa-
         tion  in  vector  form  is  also  given.
            Since  most  flows  are  turbulent  with  fluctuations  of  pressure,  temperature
         and  velocity  over  a  wide  range  of  frequencies,  the  solution  of the  Navier-Stokes
         equations  of  Section  2.2  presents  a  formidable  challenge  which  has  so  far  not
         been  met  in  a  wholly  satisfactory  way  and  is  unlikely  to  be  achieved  for  the
         boundary  conditions  of  real  engineering  flows  in  the  foreseeable  future.  As  a
         consequence,  it  is  common  practice  to  average  the  equations  so that  the  equa-
         tions  lose their  time dependence. The  resulting equations  include correlations  of
         fluctuation  terms,  as discussed  in Section  2.3, and  these require the  assumptions
         described  in  Chapter  3.  The  time-averaged  equations,  usually  called  Reynolds
         Averaged  Navier-Stokes  (RANS)  equations,  are approximate  representations  of
         flows,  and  the  proper  application  of  the  numerical  solutions  requires  that  one
         be  familiar  with the  assumptions  and  approximations  that  have  been  made  and
         their  effect  on  the  accuracy  of the  numerical  solutions.
   51   52   53   54   55   56   57   58   59   60   61