Page 246 - 48Fundamentals of Compressible Fluid Mechanics
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208                                       CHAPTER 13. OBLIQUE-SHOCK
                                                        1
                                            these models .

                                            13.2     Introduction

                                            13.2.1   Introduction to Oblique Shock

                                            The normal shock occurs when there is a disturbance downstream which imposed
                                            on the flow and in which the fluid/gas can react only by a sharp change to the
                                            flow. As it might be recalled, the normal shock occurs when a wall is straight/flat
                                                  ) as shown in Figure 13.1 which occurs when somewhere downstream a
                                                       2
                                            disturbance appears. When the deflection angle is increased the shock must
                                            match the boundary conditions. This matching can occur only when there is a
                                            (c
                                            discontinuity in the flow field. Thus, the direction of the flow is changed by a shock

                                            wave with an angle. This shock communally is referred to as the oblique shock.
                                                                               3
                                            Alternatively, as discussed in Chapter 1 the flow behaves as it in hyperbolic field.
                                            In such case, flow fluid is governed by hyperbolic equation which is where the
                                            information (like boundary conditions) reaches from downstream only if they are
                                            within the range of influence. For information such as the disturbance (boundary
                                            condition) reaches deep into flow from the side requires time. During this time, the
                                            flow moves ahead downstream which creates an angle.


                                            13.2.2   Introduction to Prandtl–Meyer Function

                                            Decreasing the defection angle results
                                                                                                        0 ◦
                                            in the same results as before: the       ν ∞ (k)  Prandtl          θ max (k)
                                                                                             Meyer
                                                                                                          Oblique
                                                                                             Function
                                            boundary conditions must match the                            Shock
                                            geometry. Yet, for a negative (in this
                                            section notation) defection angle, the
                                                                                                      No Shock
                                            flow must be continuous. The anal-                         zone
                                            ysis shows that velocity of the flow
                                                                                Fig. 13.2: The regions where the oblique shock
                                            must increased to achieve this re-
                                                                                        or Prandtl–Meyer function exist. No-
                                            quirement. This velocity increase is        tice that both a maximum point and
                                            referred to as the expansion waves.         “no solution” zone around zero. How-
                                            As it will be shown in the next Chapter,    ever, Prandtls-Meyer Function ap-
                                            as oppose to oblique shock analysis,        proaches to closer to zero.
                                              1 In this chapter, even the whole book, a very limited discussion about reflection shocks and collisions
                                            of weak shock, Von Neumann paradox, triple shock intersection, etc is presented. This author believes
                                            that these issues are not relevant to most engineering students and practices. Furthermore, these
                                            issues should not be introduced in introductory textbook of compressible flow. Those who would like
                                            to obtain more information, should refer to J.B. Keller, “Rays, waves and asymptotics,” Bull. Am. Math.
                                            Soc. 84, 727 (1978), and E.G. Tabak and R.R. Rosales, “Focusing of weak shock waves and the Von
                                            Neuman paradox of oblique shock reflection,” Phys. Fluids 6, 1874 (1994).
                                              2 Zero velocity, pressure boundary condition are example of forcing shock. The zero velocity can be
                                            found in a jet flowing into a still medium of gas.
                                              3 This section is under construction and does not appear in the book yet.
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