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238                   Chapter 12  Compressible Flow Analysis



                              Values  in  these  equations  are  average  between  the  left  and  right
                              cell values,
                                                                           H        H
                                      =     L             ;  H   =     L   L      R   R
                                              R
                                                                                  R
                                                                              L
                                            u       u                   v       v
                                  u   =     L  L     R  R      ;   v  =     L  L    R  R
                                                   R                          R
                                                                             L
                                              L
                              where  the  subscripts  L  and  R  refer  to  the  left  and  right  cells,
                              respectively.


                              12.3  Academic Example

                                  12.3.1  Mach 3 Flow over Inclined Plane

                                    y



                                            Shock wave                            . 454
                               M   3                                                   0 . 1




                                                                      Inviscid   . 546
                                      Symmetry                  20    wall
                                                                                           x
                                           5 . 0                 . 1  5

                                     1.4  ;  R    287   msec  K    ;  T     300   K
                                                         2
                                                              2
                                M    3   ;  a     347.19  msec     ;  u     1041.57 msec
                                              1.18    kg m    ;      p    101598  Nm
                                                                                 2
                                                         3
                                                  c   1004.5  msec    K
                                                                2
                                                                     2
                                                   p
                                         A  Mach  3  inviscid  flow  over  an  inclined  plane  is
                              probably  one  of  the  simplest  examples  for  understanding  the
                              compressible flow behavior.  The problem statement is shown in
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