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368                                   12.  Compressible  Navier-Stokes  Equations


















                    100  150  200  250  300  350  400  100  150  200   300  350  400

         Fig.  12.3.  Effects  of  Reynolds  number  on  reattachment  locations.



           1.0
           0.9
           0.8  \  i  = 0.072
             J  hR„
           0.7
             1      ^^^         o—  ~ °  « w = 2 5

             t   #8r            a- -u  R II=5Q  1
                                + ....  - -  R H=\00
                                X ™  - -x  R H  = 20 0
          0.2
                                  •-•  /?„  = 4 0 0
          0.1
           0.0              1   l   1   1   _*


           1.0                                1.0  1
           0.9                                0.9             = 0.6
           0.8    = 0.36                      0.8
                HR~
           0.7                                0.7
           0.6                                0.6
           0.5
           0.4             j r  o--°  rt w=25  0.4                 >r  0 _ _ 0  ^ = 2 5
           0 3                  p - -  K /7 =50  0 3                  Q---Q  / ? / / = 5 0
                                                                      +  -  *„ = ioo
           0.2                    •••-*  ^  =  1 0 0   0.2
                                x  -x  tf„=200                        x- - - -x  #„  = 200
           0.1                                0.1                     • - - - •  y? 7/ =400
                                *- - *  7? 7/ =400
                                  H   1  1  1    <^  1   1   t—    —,   ,   .   1
         Fig.  12.4.  Effects  of  Reynolds  number  on  velocity  profiles.
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