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5.1  Introduction                                                     143



          t








                         y\     u + c


                        /



         "I                                   *~    x

         Fig.  5.1. Characteristic  lines  for  one-dimensional  unsteady  flow.


         These  eigenvalues  give the  shapes  of the  characteristic  lines  in the  x-t  plane,  as
         shown  in  Fig.  5.1. At  a  given  point  in  the  (x,£)  plane,  there  are  three  charac-
         teristic  lines  with  shapes
                         dt    1    1    1      1      1      1             .   ^
                                                                             5 L9
                         ;T  =  T-  =  - '  !-  =  —]—'  ~r =    '          ( -
                         dX   X\    U    A2   U +  C  A3    U —  C
         respectively.  The  eigenvalue  Ai  indicates  that  information  is  propagated  by  a
         fluid  element  moving  at  velocity  u;  the  eigenvalues  A2  and  A3  indicate  that
         information  is  propagated  to  the  right  and  left,  respectively,  along  the  x-axis
         at  the  local  speed  of  sound  relative  to  the  moving  fluid  element.  In  Fig.  5.1,
        the  curve  with  shape  equal  to  \/u  is called  a  particle  path  and  the  curves  with
        shapes  l/(u  +  c)  and  l/(u  —  c)  are  right-  and  left-running  Mach  waves.
           The  characteristic  lines play  a  significant  role  in the  development  of  numeri-
         cal methods  since information  concerning  a  flowfield  travels  along the  character-
         istic  curves  (Section  2.6).  Since the  eigenvalues  of the  Jacobian  matrix  give  the
        shapes  of  the  characteristics  and  their  values  represent  the  velocity  and  direc-
        tion  of propagation  of  information,  the  solution  procedure  should  be  consistent
        with  the  velocity  and  direction  which  information  propagates  throughout  the
        flowfield.
            In  flows  where  the  flow  variables  are  smooth  and  continuous,  it  is  gener-
         ally  satisfactory  to  use  central-difference  schemes to  solve hyperbolic  equations.
        When   the  flow  variables  are  not  smooth,  for  example,  when  there  are  discon-
        tinuities  in  the  flowfield  such  as  shocks,  the  central-difference  schemes  are  not
        satisfactory;  the  solutions  exhibit  oscillations  which  may  be  considerable  in  the
        vicinity  of the  discontinuity  and  can  lead to unacceptable  results. Upwing  differ-
        ence  schemes  are  devised  to  overcome  the  shortcomings  of the  central  schemes
         and,  thus  to  obtain  solutions  of  hyperbolic  equations.
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