Linearized Compressible Potential Flow Governing Equation Recall the 2-D full potential eqn is: 1 1 2 ⎡ ⎡ 2⎤ 2⎤ 1 ( φ ) φ 1 ( φ ) φ − φ xφ yφ xy = 0 + − − x xx y yy 2 2 ⎢⎣ a ⎥⎦ ⎢⎣ a ⎥⎦ a2 γ −1 Where a 2 = a o2 − (φ x ) 2 + (φ y ) 2 γ [ ] As you saw, for small perturbations to a uniform flow, the linearized form of the equation was: φˆ = perturbation (1 − M ∞2 )φˆxx + φˆyy = 0 potential Where v v u = u ∞iv + uˆ v uˆ = φˆxvj + φˆyJv ⇒ uˆ = φˆx vˆ = φˆy perturbation velocity This equation is valid for both M ∞ < 1 and M ∞ > 1 . Note, though, it is not correct for M ∞ → 1 or for M ∞ large, say greater than about 2 or so. So what happens to the linearized potential equation for M ∞ > 1 : Subsonic Flow M∞ < 1 Supersonic M∞ > 1 1 − M ∞2 > 0 ⇒ Elliptic PDE (Laplace’s eqn) 1 − M ∞2 < 0 ⇒ Hyperbolic PDE (wave eqn) It also turns out that (1 − M ∞2 )φˆxx + φˆyy = 0 is much easier to solve when M ∞ > 1 . Define λ = M ∞2 − 1 ⇒ λ2φˆxx − φˆyy = 0 Then, φˆ( x, y ) = φˆ(η ) where η = x − λy is a solution to the linearized potential. To see this: Linearized Compressible Potential Flow Governing Equation φˆx = φˆ′η x = φˆ′ ← φˆ′ ≡ dφˆ dη φˆy = φˆ′η y = −λφˆ′ Similarly, φˆxx = φˆ′′ ⇒ λ2φˆxx − φˆyy = λ2φˆ′′ − λ2φˆ′′ = 0√ φˆyy = λ φˆ′′ 2 φˆ(η ) is solution to linearized potential! This means that φˆ is constant for lines described by η = x − λy = const. For example, consider an airfoil: φˆ = const. η = x − λy = const M∞ > 1 λ = M ∞2 − 1 V∞ dy = dx 1 M ∞2 − 1 So, the values of φˆ will be determined by the boundary conditions on the surface. Recall: v v u • n = 0 on boundary v n For linearized flow, this b.c. reduces to: dy v̂ = V∞θ θ dx Also, note that: uˆ = φˆx = φˆ′ vˆ = φˆy = −λφˆ′ ⇒ vˆ = −λuˆ ⇒ 16.100 2002 Vθ ) u=− ∞ λ on boundary 2 Linearized Compressible Potential Flow Governing Equation This is very useful because the linearized pressure coefficient is: Cp = ⇒ p − p∞ 2 uˆ =− 1 V∞ ρ ∞ V ∞2 2 Cp = 2θ on boundary! M ∞2 − 1 ⇒ C p > 0 for θ > 0 (i.e. a compression) C p < 0 for θ < 0 (i.e. an expansion) Using linear potential theory, let’s calculate the lift and drag coefficients for a flat plate at α , M ∞ , C Ppu y α M∞ > 1 C x C pl Find Cl & Cd : C pu = C pl = 2θ u M ∞2 − 1 = 2θ l = M ∞2 − 1 Then, the result is a force in the y - direction: c⎛ 1 ⎞ Fy = ∫ ⎜ ρ ∞V∞2 ⎟ C pl − C pu dx o 2 ⎝ ⎠ ( ) ( ) ⎛1 ⎞ Fy = ⎜ ρ ∞V∞2 C ⎟ C pl − C pu ⎝2 ⎠ Fy ⇒ C fy ≡ = C p l − C pu 1 ρ ∞V∞2 c 2 Finally, we need to rotate this into lift and drag directions: C l = −C f x sin α + C f y cos α C d = C f x cos α = C f y sin α But, in our case, C f x = 0 & α << 1 ⇒ Cl ≅ C f y Cd ≅ C f y α 16.100 2002 3 Linearized Compressible Potential Flow Governing Equation Cd (linear potential theory) 0 0 16.100 2002 M∞ 4