Chapter 6 Basic flows 6.1 Uniform Flow at An Angle α Given velocity field is: ~ = (V∞ cos α, V∞ sin α) V Check if conservation of mass is satisfied first to test if it is a physically possible flow? ? ~ =0 ∇·V ∂u ∂v ? + =0 ∂x ∂y ~ =0 Since u and v are both constants, ∇ · V Therefore ψ exists. From conservation of mass, ∂ψ ∂ψ and v = − ∂y ∂x ∂ψ u = V∞ cos α = ∂y ψ = V∞ cos α y + f (x) ∂ψ = −v = 0 + f 0 (x) ∂x f 0 (x) = −V∞ sin α or f (x) = −V∞ sin α x + g(y) u= ψ = −V∞ sin α x + V∞ cos α y ψ = const. = −V∞ sin α x + V∞ cos α y ψ = − sin α x + cos α y V∞ ψ = − tan α x + y V∞ cos α Equation of streamlines: y = tanα x + ψ V∞ cos α Check if the given flow is a potential flow? ? ~ = ∇×V 0 ∂u ? ∂v =0 − ∂x ∂y 44 CHAPTER 6. BASIC FLOWS 6.1. UNIFORM FLOW AT AN ANGLE α ~ =0 Since V∞ and α are constant throughtout the flow, ∇ × V ~ Therefore φ exists and V = ∇φ. ∂φ ∂φ V~ = ∇φ = ı̂ + ̂ ∂x ∂y ∂φ = V∞ cos α = u ∂x φ = V∞ cos α x + f (y) ∂φ = 0 + f 0 (y) = v ∂y f 0 (y) = V∞ sin α or f (y) = V∞ sin α y + f (x) φ = V∞ cos α x + V∞ sin α y (uniform flow at an angle α) φ = const. = V∞ cos α x + V∞ sin α y φ x = +y V∞ sin α tan α Equation of Equipotential lines: y=− φ 1 x+ tan α V∞ sin α φ constant lines are orthogonal to ψ constant lines. 6.1.1 Γ: Contour Integral over a Close CurveC Y 3 V 8 h es et 4 2 s 8 V 8 V 1 X I ~ · d~l Γ=− V 2 Z Z3 Z4 Z1 ~ · d~l + V ~ · d~l + V ~ · d~l = − V~ · d~l + V 1 2 3 4 2 Z1 Z4 Z3 Z = − (V∞ ês ) · (ds ês ) + (V∞ ês ) · (dh êt ) + (V∞ ês ) · (−ds ês ) + (V∞ ês ) · (−dh êt ) 1 3 2 = − [(V∞ s) + 0 + (−V∞ s) + 0] ≡ 0 c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 45 4 CHAPTER 6. BASIC FLOWS 6.2 6.2. 2-D SOURCE (LINE SOURCE) 2-D Source (Line Source) Definition: A source is a point from which fluid issues along radial lines. Streamlines are straight lines emanating from a central point. Velocity varies inversely with distance from the origin. From the definition of the source the velocity vector can be written as: ~ = vr êr V where vr ∝ 1r or vr = rc , and vθ = 0 where C is a constant. Check if the assumed flow is physically possible. c V~ = êr + 0êθ r ? ~ = ∇·V 0 ~ = 1 ∂(rvr ) + ∂(vθ ) = 1 ∂(c) + ∂(0) ≡ 0 ∇·V r ∂r ∂θ r ∂r ∂θ Flow is physically possible and ψ exists. 6.2.1 Evaluation of c From mass conservation for a steady flow we know Z dṁ = 0 From continuity the mass of fluid per unit time crossing any circle centered at the source is a constant and equal to the mass of fluid issuing per unit time from the source. Consider a cylinder centered on the source. There is mass flowing out only from the sides of the cylinder. ~ r = hθ hz dθ dzêr = r dθ dzêr dA ṁ = ZL Z2π 0 ~ · dA ~= ρV ZL Z2π ρ(Vr êr ) · (r dθ dz)êr 0 0 0 It is a 2-D flow and hence the integral can be reduced to: ṁ = L Z2π ρVr r dθ 0 Vr is not a function of θ. Vr is only a function of r. Z2π c ṁ = L ρ r dθ = ρ L c 2π r 0 c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 46 CHAPTER 6. BASIC FLOWS 6.2. 2-D SOURCE (LINE SOURCE) Y X L Z Cylinder centered at a source Volume flow per second is: ṁ = c 2π L ρ Define K as the source strength. It is physically the rate of volume flow from the source per unit depth into the page (2-D). K K = 2πc or c = 2π then the velocity becomes: K vr = 2πr ~ = 0 is satisfied, the flow is physically possible and from the definition of ψ in polar coordinates, Since ∇ · V ψ can be found. ∂ψ ∂ψ vr = and vθ = − r∂θ ∂r K ∂ψ = r∂θ 2πr ∂ψ K = ∂θ 2π K ψ= θ + f (r) 2π ∂ψ = −vθ = 0 + f 0 (r) = 0 ∂r f (r) = const. K ψ= θ 2π Since the source strength, K is a constant, ψ constant lines are radial lines. ψ= K θ = const. 2π ? ~ = Is ∇ × V 0. ~ = ∇×V 1 r êr ∂ ∂r vr rêθ ∂ ∂θ rvθ c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan êz ∂ ∂z vz = 47 1 ∂(rvθ ) ∂(vr ) êz ≡ 0 − r ∂r ∂θ CHAPTER 6. BASIC FLOWS 6.3. COMBINATION OF POTENTIAL FLOWS therefore φ exists. K 1 ∂φ ∂φ = and vθ = =0 ∂r 2πr r ∂θ K φ= ln r + g(θ) 2π ∂φ = 0 + g 0 (θ) = 0 ∂θ g(θ) = const. K ... φ = ln r 2π vr = 6.3 Combination of Potential Flows Uniform flow and source/sink satisfy Laplace equation and therefore superposition is possible. 6.3.1 Combination of a Uniform Flow to The Right (α = 0) and A Source at The Origin Y Y + Quantity ~ V φ ψ = X Uniform flow V∞ ı̂ V∞ x V∞ y Source/Sink K ± 2πr êr K ± 2πr ln r K θ ± 2πr X Combination K V∞ ı̂ ± 2πr êr K V∞ x ± 2πr ln r K θ V∞ y ± 2πr Stagnation Point: ~ ≡0 At the stagnation point, V K =0 2πr vθ = −V∞ sin θ = 0 vr = V∞ cos θ + Solve for θ and r at the stagnation point to get (rstag , θstag ). Proceed to find ψstag to get the shape of the body. From vθ = 0: sin θ = 0 θ = 0 or ± π c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 48 CHAPTER 6. BASIC FLOWS 6.3. COMBINATION OF POTENTIAL FLOWS Case 1: θs = 0. Sove for rs from vr =0 vr = V∞ cos θ + K =0 2πr if θ = θs = 0 cos θs = 1 K =0 vr = V ∞ + 2πrs K or rs = − 2πV∞ Impossible solution as rs < 0; (... K and V∞ are positive) Case 2: θs = ±π. vr = −V∞ + rs = K =0 2πrs K 2πV∞ θs = +π for the upper half of the body θs = −π for the lower half of the body Coordinates of the stagnation point: (rs , θs ) = K , ±π 2πV∞ Body Shape (Stagnation Streamline): A general expression for the streamfunction for the combined flow is: ψ = V∞ r sin θ + K θ 2π Find ψs (= the body shape) by substituting (rs , θs ). ψs = V∞ r sin(±π) + K K (±π) = ± = const. 2π 2 In Cartesian coordinate, the general expression for the body streamfunction becomes: y K K ± = V∞ y + tan−1 2 2π x y K K = ± − V∞ y tan−1 2π x 2 y 2πV∞ y −1 = ±π − tan x K 2πV∞ y y = tan ±π − x K y x= tan ±π − 2πVK∞ y To find maximum y value, consider ψ = K/2 (upper half of the body). y K K = V∞ y + tan−1 2 2π x K ymax = y@x=∞ = 2V∞ c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 49 CHAPTER 6. BASIC FLOWS 6.3. COMBINATION OF POTENTIAL FLOWS Y P(x,y) θ1 6.3.2 θ2 θ X (b,0) (-b,0) Combined Flow of a Source at (−b, 0) and a Sink at (b, 0) K K θ1 − θ2 2π 2π where θ1 and θ2 are measured from the center of the source and sink respectively. y y , θ2 = tan−1 θ1 = tan−1 x+b x−b y y θ2 − θ1 = tan−1 − tan−1 x−b x+b 2by θ2 − θ1 = tan−1 x2 + y 2 − b 2 ψ= K (θ1 − θ2 ) 2π 2by −1 θ1 − θ2 = − tan x2 + y 2 − b 2 K 2by −1 ψsource+sink = − tan 2π x2 + y 2 − b 2 2by 2πψ −1 = − tan K x2 + y 2 − b 2 2by 2πψ tan =− 2 K x + y 2 − b2 2πψ 2 2 x + y + 2by cot = b2 K 2 2πψ 2πψ = b2 1 + cot2 (x − 0)2 + y + b cot K K 2 2πψ 2πψ (x − 0)2 + y + b cot = b2 csc2 K K Equation of a circle with center at 0, ±b cot 2πψ and radius of b csc 2πψ . When y = 0, x = ±b. All K K streamlines go through ±b. ψ = ψ 1 + ψ2 = 6.3.3 Uniform Flow to The Right+Source (−b, 0)+ Sink (b, 0) (Rankine oval) • Source of strength K placed at (−b, 0) • Sink of strength K placed at (b, 0) • Uniform flow to the right (α = 0) c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 50 CHAPTER 6. BASIC FLOWS 6.3. COMBINATION OF POTENTIAL FLOWS ψ = V∞ r sin θ + K K θ1 − θ2 2π 2π Problem: Analyze Rankine oval. 6.3.4 2-D Doublet Definition: A doublet is obtained when a source and sink of equal strength approach each other so that the product of their strength and the distance apart remains a constant. B = K(2b) = constant K 2by −1 ψsource+sink = − tan 2π x2 + y 2 − b 2 2by −1 x2 +y 2 −b2 2bK tan =− 4π b 2by −1 tan x2 +y 2 −b2 µ lim ψsource+sink = ψdoublet = − lim 2bK→µ b→0 4π b Using L’Hospital’s rule: ψdoublet 2by d db x2 +y2 −b2 “ ”2 (x2 +y 2 −b2 )(2y)−(2by)(−2b) 2by µ µ µ 2y (x2 +y 2 −b2 )2 1+ x2 +y2 −b2 =− lim lim =− =− 2 db 4π b→0 4π b→0 4π x2 + y 2 2by db 1 + x2 +y 2 −b2 ψdoublet = − µ sin θ 2π r Streamlines µy =0 2πψ 2 2 µ µ (x − 0)2 + y + = 4πψ 4πψ x2 + y 2 + c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 51 CHAPTER 6. BASIC FLOWS 6.3. COMBINATION OF POTENTIAL FLOWS µ µ from the x-axis with a radius of 4πψ Streamlines are circles centerd on the y-axis a distance − 4πψ . All circles pass through the origin. Problem: Show that φ = 6.3.5 µ cos θ 2π r for a 2-D doublet. Uniform Flow to The Right + A 2-D Doublet Quantity ~ V φ ψ Vr = Uniform flow V∞ ı̂ V∞ x V∞ y 2-D doublet Combination µ cos θ 2π r µ sin θ − 2π r µ cos θ V∞ x + 2π r µ sin θ V∞ y − 2π r 1 ∂ψ µ cos θ 1 V∞ r cos θ − = r ∂θ r 2π r " 2 # 1 R µ = V∞ cos θ 1 − = V∞ cos θ 1 − 2 2πV r r | {z∞} 1/R2 Where R2 = µ 2πV∞ . " 2 # h µ i R ∂ψ = − V∞ + sin θ = −V∞ sin θ 1 + Vθ = − ∂r 2πr2 r ~ = 0) Stagnation Points (V Set Vθ = 0. " 0 = −V∞ sin θ 1 + R r 2 # sin θ = 0 or θs = (0 or π) Now set Vr = 0. " 0 = V∞ sin θ 1 − R r 2 # For θ = 0 or π, cos θ 6= 0 " 2 # µ ... 1 − R ≡ 0 or r2 = R2 = r 2πV∞ c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 52 CHAPTER 6. BASIC FLOWS 6.4. 2-D VORTEX FLOW (POTENTIAL VORTEX) The stagnation points are located at (rs , θs ) ≡ (R, 0) and (R, π) For Cylindrical System R2 φ = V∞ r cos θ 1 + 2 r 2 R ψ = V∞ r sin θ 1 − 2 r (r ≥ R) R2 Vr = V∞ cos θ 1 − 2 r 2 R Vθ = −V∞ sin θ 1 + 2 r µ 2πV∞ Substitute (rs , θs ) = (R, 0) or (R, π) in the expression for ψ. Where R2 = ψs = 0 at r = R (surface of the cylinder) R2 Vr = V∞ cos θ 1 − 2 = 0 (no flow out of the cylinder) r Vθ = −2V∞ sin θ Cp |r=R = p − p∞ =1− 1 2 ρ ∞ V∞ V V∞ 2 =1− Vr2 + Vθ2 =1− V ∞2 Cp (2-D cylinder) = 1 − 4 sin2 θ 6.4 Vθ V∞ 2 = 1 − 4 sin2 θ 2-D Vortex Flow (Potential Vortex) A 2-D point vortex is a mathematical concept that induces a velocity field given by Vr = 0, Vθ = const. C = r r 1. Check if the flow satisfies conservation of mass (Is it a physically possible flow?) ? ~ =0 ∇·V 1 ∂(Vr r) ∂Vθ ~ ∇·V = = 0 → ψ exist. + r ∂r ∂θ ∂ψ = 0 → ψ = g(r) Vr = r∂θ ∂ψ C Vθ = − = → ψ = −C ln r + f (θ) ∂r r ∂ψ = f 0 (θ) = 0 ∂θ f (θ) = const. ... ψ = −C ln r + const. c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 53 CHAPTER 6. BASIC FLOWS 6.4. 2-D VORTEX FLOW (POTENTIAL VORTEX) When r → 0, Vθ = ∞ and ψ → ∞. To eliminate the infinite velocity it is arbitrary assumed that ψ = 0 at r = R ... ψ = −C ln R + const. = 0 2. Check if the flow is irrotational const. = C ln R r ψ = −C ln for (r ≥ R) R ? ~ = ∇×V 0 1 ~ = ∇×V h1 h2 h3 h1 ê1 ∂ ∂q1 h1 V1 h2 ê2 ∂ ∂q2 h2 V2 êr h3 ê3 1 ∂ = ∂ ∂q3 r ∂r Vr h3 V3 rêθ ∂ ∂θ rVθ Vorticity or (∇ × V~ ) in the r − θ plane 1 ∂rVθ ∂Vr ∂0 ∂C − − = = 0 → φ exist. r ∂r ∂θ ∂r ∂θ Problem: Show that φ = −Cθ. Evaluate the Constant C Evaluate the circulation Γ around the point vortex. C C1 C2 1. Around closed curve C1 that does not include the point vortex I ZZ ~=0 ~ ) · dA ΓC1 = − V~ · d~l = (∇ × V | {z } C1 c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan S1 54 0 êz ∂ ∂z Vz CHAPTER 6. BASIC FLOWS 6.4. 2-D VORTEX FLOW (POTENTIAL VORTEX) 2. Around C2 that includes the point vortex. I ΓC2 = − (Vr êr + Vθ êθ ) · (dr êr + r dθêθ ) C2 = − I (Vr êr + Vθ êθ ) · (dr êr + r dθêθ ) + C = − = − C2−C (Vr êr + Vθ êθ ) · (dr êr + r dθêθ ) + 0 I Vr dr + C ΓC2 I I C I C Vθ r dθ = − 0 + Z2π Γ = −2πC or − =C 2π 0 C r (Vr êr + Vθ êθ ) · (dr êr + r dθêθ ) r dθ = −2πC This implies that the circulation evaluated for a curve enclosing the 2-D vortex is a constant and not equal to zero. Γ and ψ = −C ln Rr . For a potential vortex, Vθ = − 2πr Γ r ... ψ = ln for r ≥ R 2π R ψ = const , then ln Rr = 2πψ r Γ , R = e2πψ/Γ , r = Re2πψ/Γ Streamlines are concentric circles with center at the 2D point vortex. Vr = ∂φ ∂r , Vθ = 1 ∂φ r ∂θ Γ = − 2πr Γ Γ θ + C or φ = − 2π θ (straight lines form the origin). φ = − 2π A line vortex can be described as a string of rotating particles. A chain of fluid particles are spinning on their common axis and carrying around with them a swirl of particles which flow around in circles. A cross-section of such a string of particles and its associated flow shows a spinning point ’outside’ of which is streamline flow in concentric circles. Vortices are common in nature, the difference between a real vortex as opposed to a theoretical line vortex is that the former has a core of fluid which is rotating as a ’solid’, although the associated ’swirl’ outside is the same as the flow ’outside’ the point vortex. c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 55 CHAPTER 6. BASIC FLOWS 6.4.1 6.4. 2-D VORTEX FLOW (POTENTIAL VORTEX) Uniform Flow to The Right (α = 0) + A 2-D Doublet + A 2-D Point Vortex • As we all know, uniform flow to the right + 2-D Doublet = non-lifting over a cylinder • Uniform flow to the right + 2-D Doublet + 2-D Point Vortex = Lifting flow over a cylinder The parameters for lifting flow over a cylinder are as follow (spinning cylinder): Quantity ψ φ Vr Vθ Non-lifting flow over a cylinder 2 V∞ r sin θ(1 − Rr2 ) 2 V∞ r cos θ(1 + Rr2 ) 2 V∞ cos θ(1 − Rr2 ) 2 −V∞ sin θ(1 + Rr2 ) Vortex of Strength Γ Γ r 2π ln R Γ − 2π θ 0 Γ − 2πr Combination 2 Γ r V∞ r sin θ(1 − R r 22 ) + 2π ln R Γ V∞ r cos θ(1 + Rr2 ) − 2π θ R2 V∞ cos θ(1 − r2 ) 2 Γ −V∞ sin θ(1 + Rr2 ) − 2πr • Flow satisfies continuity at every point r ≥ R. ~ = 0. ... ∇ · V • Flow satisfies irrotationality at every point r ≥ R. ... ∇ × V~ = 0. Determine the stagnation points for the combined flow ~ = 0,Vr = 0 = Vθ . If we set Vr = 0, we get rs = R or θs = ± π , At the stagnation points, V 2 Case(1): r = Rs = R Vθ = −V∞ sin θs (1 + 1) − sinθs = − c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan Γ =0 2πR Γ ≤0 4πRV∞ 56 CHAPTER 6. BASIC FLOWS 6.4. 2-D VORTEX FLOW (POTENTIAL VORTEX) Γ Γ Because Γ > 0, 4πRV∞ > 0, 4πV > 0. When 4πV < R, θs has one value in the third quadrant and one in ∞ ∞ the fourth quadrant that will satisfy the above relation. The coordinates of the stagnation point are: ys = Rsinθs = − When Γ 4πV∞ p xs = ± R2 − ys2 = ± r Γ 4πV∞ R2 − ( Γ 2 ) 4πV∞ = R, there is only one solution. However, the method fails when Γ=0 0< Γ 4πV∞ <R Γ 4πV∞ > R. Γ 4πV∞ =R Case(2): θ = ± π2 Case(2a): θ = π 2, r = rs R2 π Vr = V∞ cos( )(1 − 2 ) = 0 2 r π R2 Γ Vθ = −V∞ sin( )(1 + 2 ) − =0 2 r 2πr Γ rs + R 2 = 0 2πV∞ r Γ 2 Γ rs = − ± ( ) − R2 4πV∞ 4πV∞ rs 2 + Γ When 4πV > R, rs results in negative number for all cases. Because both roots are negative, the solution ∞ is impossible. Case(2b) : θ = − π2 , r = rs π R2 Vr = V∞ cos(− )(1 − 2 ) = 0 2 r R2 Γ π =0 Vθ = −V∞ sin(− )(1 + 2 ) − 2 r 2πr Γ rs + R 2 = 0 2πV∞ r Γ 2 Γ rs = ± ( ) − R2 4πV∞ 4πV∞ rs 2 − c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 57 CHAPTER 6. BASIC FLOWS When Γ 4πV∞ 6.4. 2-D VORTEX FLOW (POTENTIAL VORTEX) However, θs = − π2 and Γ 4πV∞ Γ 4πV∞ q Γ )2 − R2 < R. So we can’t use this solution. ( 4πV ∞ q Γ Γ > R is an acceptable solution when rs = 4πV ± )2 − R 2 > R ( 4πV ∞ ∞ > R, we get rs = − Force on a Cylinder with Circulation in a Uniform Steady Flow Force on an elemental distance on the surface of the cylinder: dF~ = −pb Rdθeˆr dF~ = −pb Rdθ(cos θî + sin θĵ) F~ = Z2π −pb Rdθ(cos θî + sin θĵ) 0 The drag per unit span is D0 = F~ · ĵ = Z2π −pb cosθRdθ 0 The lift per unit span is L = F~ · î = 0 Z2π −pb sinθRdθ 0 2 As we know, in incompressible flow the total pressure po = p + ρV2 , which is a constant throughout the flow. pb = p o − ρ(Vr2 +Vθ2 ) 2 . Besides, there is no flow normal to the surface, Vr = 0. ρ pb = po − Vθ2 2 ρ Γ 2 pb = po − (−2V∞ sin θ − ) 2 2πR pb = po − 2ρV∞ 2 (sin θ)2 − ρV∞ sinθ c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 58 ρΓ2 Γ − 2 2 Rπ 8π R CHAPTER 6. BASIC FLOWS 6.4. 2-D VORTEX FLOW (POTENTIAL VORTEX) ... D0 = R Z2π −(po − 2ρV∞ 2 (sin θ)2 − ρV∞ sinθ ρΓ2 Γ − 2 2 )cosθdθ = 0 Rπ 8π R 0 which means that d’Alembert’s paradox still prevails. 0 L =R Z2π −(po − 2ρV∞ 2 (sin θ)2 − ρV∞ sinθ Γ ρΓ2 − 2 2 )sinθdθ = ρV∞ Γ Rπ 8π R 0 which is the Kutta-Joukowski theorem. In inviscid, incompressible flow, the resultant force per unit span acting on a 2-D body of any cross section is equal to ρV∞ Γ and acts perpendicular to V∞ . c Copyright2005 All rights reserved under Dr. Ganesh Rajagopalan 59