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13.6. APPENDIX: OBLIQUE SHOCK STABILITY ANALYSIS                    243

         original state then it referred to as the stable situation. On the other hand, if the
         answer is negative, then the situation is referred to as unstable. An example to this
         situation, is a ball shown in the Figure 13.21. Instinctively, the stable and unsta-
         ble can be recognized. There is also the situation where the ball is between the
         stable and unstable situations when the ball is on plan field which referred as the
         neutrally stable. In the same manner, the analysis for the oblique shock wave is
         carried out. The only difference is that here, there are more than one parameter
         that can changed, for example, the shock angle, deflection angle, upstream Mach
         number. In this example only the weak solution is explained. The similar analysis
         can be applied to strong shock. Yet, in that analysis it has to remember that when
         the flow became subsonic the equation change from hyperbolic to elliptic equation.
         This change complicates the explanation and omitted in this section. Of course,
         in the analysis the strong shock results in elliptic solution (or region) as oppose
         to hyperbolic in weak shock. As results, the discussion is more complicated but
         similar analysis can be applied to the strong shock.
              The change in
                                                              ∆θ  +
         the inclination  angel
         results in a different                                 ∆θ  −
         upstream Mach num-
                                                                      ∆δ −
         ber and a different
         pressure.    On the
         other hand, to maintain                                  ∆δ +
         same direction stream
         lines the virtual change
         in the deflection angle  Fig. 13.22: The schematic of stability analysis for oblique shock
         has to be opposite di-
         rection of the change of shock angle. The change is determined from the solution
         provided before or from the approximation (13.51).

                                                                          (13.57)



                                                  c
                                                                          values.

         The pressure difference at the wall becomes negative increment which tends to
                                                           or negative
         Equation (13.57) can be applied either to positive,
         pull the shock angle to opposite direction. The opposite when the deflection incre-
         ment became negative the deflection angle becomes positive which increase the
         pressure at the wall. Thus, the weak shock is stable.


              Please note this analysis doesn’t applied to the case in the close proximity
                   . In fact, the shock wave is unstable according to this analysis to one
         direction but stable to the other direction. Yet, it must be point out that doesn’t
         of the c
         mean that flow is unstable but rather that the model are incorrect. There isn’t
                                                                     .

         known experimental evidence showing that flow is unstable for c
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