ME 306 Fluid Mechanics II Part 2 Viscous Flow over Immersed Bodies

Boundary Layer (BL) Concept
ME 306 Fluid Mechanics II
Inviscid flow over a flat plate
π‘ˆ
Part 2
Viscous flow over a flat plate
π‘ˆ
π‘ˆ
π‘ˆ
Viscous Flow over Immersed Bodies
π‘ˆ
These presentations are prepared by
Boundary
layers
Freestream
velocity
Dr. Cüneyt Sert
Department of Mechanical Engineering
π‘ˆ
β€’ In 1904 Ludwig Prandtl proposed the concept of boundary layer (BL).
Middle East Technical University
β€’ BLs are the regions where viscous effects are dominant. They develop over solid
surfaces, in the wake regions of bodies, mixing layers and jet flows.
Ankara, Turkey
[email protected]
β€’ Outside the BLs velocity gradients are low and the flow can be treated as inviscid
(frictionless).
Please ask for permission before using them. You are NOT allowed to modify them.
2-1
2-2
BL and Reynolds Number (𝑅𝑒)
𝑅𝑒𝐿 =
BL and Reynolds Number (cont’d)
Inertia forces
(mass) × (acc. )
𝜌𝐿2 π‘ˆ2
πœŒπ‘ˆπΏ π‘ˆπΏ
=
=
=
Viscous forces
(visc. ) × (vel. grad. ) × (area) πœ‡π‘ˆπΏ
πœ‡
𝜈
β€’
For blunt (not streamlined) bodies, like a cylinder, formation of wake region and
BL separation depend on 𝑅𝑒.
Edge of the BL
High 𝑅𝑒 flow
Low 𝑅𝑒 flow
β€’ Inertia forces are dominant over a
large portion of the flow field.
β€’ Viscous forces can be felt over a
broader region.
β€’ BL is thin.
β€’ BL is thick.
High 𝑅𝑒
A
𝑅𝑒𝐷 = 0.1
𝑅𝑒𝐷 = 50
β€’ Viscous effects are important over a very large
domain. It is not proper to talk about a BL.
β€’ Streamlines are similar to those of potential
flow.
β€’ Fluid inertia is too high to follow
the contour of the cylinder.
β€’ Separation occurs at point A.
Circulation bubble forms behind.
Low 𝑅𝑒
A
𝐿
2-3
𝑅𝑒𝐷 = 105
Wake
β€’ BL is very thin and attached at
the front.
β€’ BL separates at the rear side.
β€’ There is a large wake region
behind.
2-4
BL and Reynolds Number (cont’d)
BL over a Flat Plate
π‘ˆ
π‘ˆ
Exercise : What is the Reynolds number for an inviscid flow? How does such a flow
over a flat plate look like?
π‘ˆ
Warning
This drawing is out
of scale. Typically
BLs are very thin.
Exercise : Estimate the Reynolds numbers for the following flows
a)
Car traveling at a speed of 100 km/h.
b) An airliner travelling at a typical cruising speed and altitude.
c)
Golf ball hit hard by a professional golfer.
Laminar BL
d) Fuel injected into an internal combustion engine’s cylinder.
Transition
Turbulent BL
β€’ As the BL grows, small disturbances in the flow also grow.
e) Blood flowing in human aorta and air flowing in human trachea.
β€’ At some point they can no longer be damped by the viscous action and transition
to turbulence takes place.
Exercise : Think about problems of engineering importance where the Reynolds
number is very low (in the order of unity).
β€’ Growth rate of turbulent BL is larger than that of laminar BL.
2-5
β€’ In a turbulent BL, due to enhanced mixing, fluid with high momentum comes
closer to the flat plate. Velocity gradient and therefore shear stress at the plate
becomes higher compared to those of laminar BL.
BL over a Flat Plate (cont’d)
2-6
BL Thickness (𝛿)
π‘ˆ
π‘ˆ
π‘₯
0.99 π‘ˆ
Laminar BL
Transition
π‘₯
Turbulent BL
𝛿
β€’ Transition to turbulence can be checked with the local Reynolds number
𝑅𝑒π‘₯ =
π‘ˆπ‘₯
𝜈
𝛿
β€’ BL thickness (𝛿) is the distance from the plate where the velocity reaches to 99 % of
the free stream velocity π‘ˆ.
β€’ Critical 𝑅𝑒π‘₯ for transition to turbulence on a flat plate is accepted to be 5 × 105 .
β€’ Factors that affect turbulence transition are
β€’ initial intensity of upstream turbulence
β€’ roughness of the plate
β€’ condition (sharpness, smoothness) of the leading edge
β€’ flow unsteadiness
β€’ any other disturbances such as vibrations, acoustic noise, heat transfer, etc.
0.99 π‘ˆ
β€’ 𝛿 is a function of π‘₯. It increases with π‘₯.
Exercise : By considering a proper control volume inside the BL, show that the
dashed line denoting the edge of the BL is NOT a streamline. Draw streamlines on
the figure given above.
2-7
2-8
BL Displacement Thickness (𝛿 βˆ— )
BL Displacement Thickness (cont’d)
βˆ—
β€’ 𝛿 is the distance a solid surface should be imaginarily moved into an inviscid flow so
that the created mass flux loss is equal to that caused inside the BL of the actual
viscous flow.
π‘ˆ
β€’ Alternative physical interpretation of 𝛿 βˆ— is the shift of the flow (deflection of the
streamlines) away from the surface due to the presence of the BL.
π‘ˆ
Deflected
streamline
𝑒(𝑦)
𝑦
𝛿
Surface is moved
imaginarily into the
flow by an amount 𝛿 βˆ—
π›Ώβˆ—
𝛿
π‘šπ‘™π‘œπ‘ π‘  =
𝑦=0
βˆ—
𝛿
𝛿 =
𝑦=0
π‘ˆ
π‘ˆ
π›Ώβˆ—
C
Shaded areas should be
equal, which gives the
equation for 𝛿 βˆ— .
D
π‘šπ‘™π‘œπ‘ π‘  = 𝜌 π‘ˆ 𝛿 βˆ— 𝑀
𝜌 π‘ˆ βˆ’ 𝑒 𝑀 𝑑𝑦
Consider the mass
conservation for the
control volume ABCD.
A
π‘šπ΄π΅ = 0
𝛿
B
π‘šπΆπ· = 0
Constant
width of
the surface
𝑒
1βˆ’
𝑑𝑦
π‘ˆ
π‘šπ΄π· = π‘šπ΅πΆ
2-9
2-10
BL Displacement Thickness (cont’d)
BL Momentum Thickness (πœƒ)
β€’ πœƒ is the distance a solid surface should be imaginarily moved into inviscid flow so
that the created momentum flux loss is equal to that caused inside the BL of the
actual viscous flow.
Exercise : A laboratory wind tunnel has a 0.5 x 0.5 m2 square test section. BL
velocity profiles are measured at two axial locations and displacement thicknesses
are determined. At section 1, where the freestream speed is 30 m/s, the
displacement thickness is 1.5 mm. At section 2, located downstream from section
1, displacement thicknesss is 2.5 mm.
π‘ˆ
π‘ˆ
Calculate the change in static pressure between sections 1 and 2.
𝑀 = 0.5 m
𝑦
𝑒(𝑦)
πœƒ
π‘ˆ1 = 30 m/s
𝛿1βˆ—
2
= 1.5 mm
𝛿
𝛿2βˆ— = 2.5 mm
momentum loss =
𝑀
1
Surface is moved
imaginarily into the
flow by an amount πœƒ
𝛿
𝑝1 βˆ’ 𝑝2 = ?
momentum loss = πœŒπ‘ˆ2 πœƒπ‘€
πœŒπ‘’ π‘ˆ βˆ’ 𝑒 𝑀𝑑𝑦
𝑦=0
𝛿
𝑀
2-11
𝑒
𝑒
πœƒ=
1βˆ’
𝑑𝑦
π‘ˆ
𝑦=0 π‘ˆ
Constant width
of the surface
2-12
Prandtl’s BL Equations
Prandtl’s BL Equations (cont’d)
β€’ Consider steady, incompressible flow over a surface.
β€’ An β€˜β€˜order of magnitude analysis’’ using Prandtl’s simplifications gives (see the handout)
β€’ Continuity and Navier-Stokes equations are
Continuity ∢
πœ•π‘’ πœ•π‘£
+
=0
πœ•π‘₯ πœ•π‘¦
π‘₯ Navierβˆ’Stokes ∢
𝜌 𝑒
𝑦 Navierβˆ’Stokes ∢
πœ•π‘£
πœ•π‘£
πœ•π‘
πœ•2 𝑣 πœ•2 𝑣
𝜌 𝑒
+𝑣
=βˆ’
+πœ‡
+
πœ•π‘₯
πœ•π‘¦
πœ•π‘¦
πœ•π‘₯ 2 πœ•π‘¦ 2
πœ•π‘’
πœ•π‘’
πœ•π‘
πœ•2𝑒 πœ•2 𝑒
+𝑣
=βˆ’
+πœ‡
+
πœ•π‘₯
πœ•π‘¦
πœ•π‘₯
πœ•π‘₯ 2 πœ•π‘¦ 2
𝑅𝑒 number is high (𝑅𝑒 ≫ 1) and BL is thin 𝛿 β‰ͺ 𝐿 .
β€’
Vertical velocities are small (𝑣 β‰ͺ 𝑒)
β€’
πœ•
πœ•π‘₯
πœ•π‘’ πœ•π‘£
+
=0
πœ•π‘₯ πœ•π‘¦
π‘₯ Nβˆ’S :
πœ•π‘’
πœ•π‘’
πœ•π‘
πœ•2 𝑒 πœ•2𝑒
𝜌 𝑒
+𝑣
=βˆ’
+πœ‡
+
πœ•π‘₯
πœ•π‘¦
πœ•π‘₯
πœ•π‘₯ 2 πœ•π‘¦ 2
𝑦 Nβˆ’S :
β€’ In 1904 Prandtl simplified these equations inside a BL using the following
β€’
Continuity :
small
small small
small small
πœ•π‘£
πœ•π‘£
πœ•π‘
πœ•2 𝑣 πœ•2 𝑣
𝜌 𝑒
+𝑣
=βˆ’
+πœ‡
+
πœ•π‘₯
πœ•π‘¦
πœ•π‘¦
πœ•π‘₯ 2 πœ•π‘¦ 2
β€’ IMPORTANT: Third equation says β€˜β€˜Inside the BL pressure does not change in the 𝑦
direction’’.
β€’
πœ•
β‰ͺ πœ•π‘¦ (changes in 𝑦 direction are much more rapid than those in π‘₯ direction)
IMPORTANT: Inside the BL, 𝑝 = 𝑝(π‘₯) only. Pressure inside the BL is treated to be
known, which is something imposed by the outer inviscid flow.
2-13
2-14
Pressure Change Inside a BL
𝑝outside depends on π‘ˆ as given by the
Bernoulli (or Euler) equation
𝑦
Pressure is
constant in 𝑦
Pressure Change Inside a BL (cont’d)
𝑑𝑝
π‘‘π‘ˆ
= βˆ’πœŒπ‘ˆ
𝑑π‘₯
𝑑π‘₯
π‘₯
Flat Plate
Diverging Duct
π‘ˆ is constant
π‘ˆ is decreasing
𝑝outside is constant
𝑝outside is increasing
𝑝 inside the BL is constant
𝑝 inside the BL is increasing in
the π‘₯ direction
Inside the BL 𝑝 = 𝑝(π‘₯)
β€’ If the freestream velocity (π‘ˆ) outside the BL is constant
π‘ˆ is constant
β€’ Euler eqn. for the outside flow tells that outside pressure is also constant.
𝑦
β€’ Pressure inside the BL is also constant.
β€’ Inside the BL there is a balance of inertia and viscous forces.
𝑝 = constant
π‘₯
π‘ˆ is decreasing
β€’ If the freestream velocity (π‘ˆ) outside the BL changes in π‘₯ direction
β€’ Pressure outside and inside the BL will also change in the π‘₯ direction.
β€’ Inside the BL there is a balance of inertia, viscous and pressure forces.
Exercise : How will the pressure inside the BL vary for flow over a cylinder?
2-15
2-16
Pressure Change Inside a BL (cont’d)
β€’ Static holes are used to measure pressure
distribution on a wall.
Blasius’ Exact Solution of BL over a Flat Plate
𝑝2
β€’ In 1908 Blasius, a student of Prandtl, obtained the analytical solution of the following
BL equations for laminar flow over a flat plate with zero pressure gradient.
BL 𝑦
𝑝1
β€’ Since 𝑝 does not change in the 𝑦 direction
inside the BL, the measured pressures are
equal to the ones at the edge of the BL.
𝛿
πœ•π‘’ πœ•π‘£
+
=0
πœ•π‘₯ πœ•π‘¦
π‘₯
Presssure taps
𝑝1
𝑝
β€’ Therefore an inviscid Euler solution or even
a potential flow solution for the flow outside
the BL may predict correct pressure
distribution over the surface.
Çengel’s book
2
β€’ He used the following boundary conditions
Pressure distribution on an airfoil
-6
β€’ This is the reason why inviscid flow solutions
over streamlined bodies such as airfoils can
predict the lift force accurately.
Potential Flow
Experiment
-4
π‘ˆβˆž
-3
𝐢𝑝
β€’ It is not the case for airfoils at high angle of
attack or for blunt bodies due to flow
separation. BL theory is not valid after the
separation point.
𝑑𝑝/𝑑π‘₯ is zero for flat plate
πœ•π‘’
πœ•π‘’
πœ•2𝑒
𝜌 𝑒
+𝑣
= πœ‡ 2
πœ•π‘₯
πœ•π‘¦
πœ•π‘¦
β€’ At 𝑦 = 0 : 𝑒 = 0 & 𝑣 = 0 (No-slip)
β€’ As 𝑦 β†’ ∞ : 𝑒 β†’ π‘ˆ (Asymptotic approach to free stream velocity)
β€’ Blasius’ solution is valid for laminar flow over a flat plate with no pressure gradient.
-2
-1
β€’ The solution uses streamfunction and a similarity transformation. You are NOT
responsible for its details.
0
-1
0.0
0.2
0.4
0.6
0.8
1.0
2-18
2-17
Blasius’ Exact Solution (cont’d)
Blasius’ Exact Solution (cont’d)
β€’ Blasius cleverly used the fact that velocity profiles at all π‘₯ sections are similar if
proper nondimensional parameters are used.
π‘ˆ
𝑦
β€’ Velocity profile of Blasius’ exact solution has no analytical expression.
β€’ The solution is usually obtained by a numerical solution and the results are given
as a table.
π‘ˆ
6
𝑒2 (𝑦)
𝑒1 (𝑦)
5
π‘₯
4
Similar
πœ‚ 3
πœ‚
Nondimensional 𝑦
2
At any π‘₯ location, 𝑒 reaches
0.99π‘ˆ at πœ‚ β‰ˆ 5.
1
5
0
πœ‚ = 𝑦 π‘ˆ/𝜈π‘₯
𝑒/π‘ˆ
Nondimensional 𝑒
Çengel’s book
1
0 0.2 0.4 0.6 0.8 1
𝑒/π‘ˆ
2-19
Experiment
Blasius solution
2-20
Blasius’ Exact Solution (cont’d)
Blasius’ Exact Solution (cont’d)
β€’ 𝑒 reaches 0.99π‘ˆ at πœ‚ β‰ˆ 5.
β€’
BL displacement thickness at any section
β€’ In other words when πœ‚ becomes 5, 𝑦 becomes 𝛿.
β€’ Using the definition of πœ‚, BL thickness at any π‘₯ location becomes
πœ‚ = 𝑦 π‘ˆ/𝜈π‘₯
β†’
5 = 𝛿 π‘ˆ/𝜈π‘₯
β†’
𝛿
π›Ώβˆ— =
1βˆ’
0
𝛿=5
β€’
𝜈π‘₯
π‘ˆ
Momentum thickness at any section
𝛿
πœƒ=
0
𝑦
𝛿2
𝛿1
π‘ˆ
𝑦
π‘₯
5
2-22
Blasius’ Exact Solution (cont’d)
β€’
=
0.332 πœŒπ‘ˆ2
πœπ‘€
0.664
=
πœŒπ‘ˆ2 /2
𝑅𝑒π‘₯
𝐿
πœ•π‘’
β†’ High πœπ‘€
πœ•π‘¦
0.664 πœŒπ‘ˆ2 𝑏𝐿
𝑅𝑒𝐿
π‘ˆ
𝑏
𝐿
πœπ‘€
β€’
Low
πœ•π‘’
β†’ Low πœπ‘€
πœ•π‘¦
Overall skin friction coefficient (dimensionless drag force)
𝐢𝑓𝐿 =
π‘₯
At π‘₯ = 0, πœπ‘€ shoots to infinity,
which is unphysical. This is
because at the leading edge of
the plate Prandtl’s BL
simplifications are not valid.
High
π‘₯=0
π‘πœπ‘€ 𝑑π‘₯ =
where 𝑅𝑒𝐿 = π‘ˆπΏ/𝜈 .
β€’ As π‘₯ increases πœπ‘€ decreases. πœπ‘€ ~ 1/ π‘₯
π‘₯
Drag force acting on one side of a plate of length 𝐿 and width 𝑏
𝐹𝐷 =
𝑅𝑒π‘₯
β€’ Local skin friction coefficient (dimensionless wall shear stress)
𝐢𝑓π‘₯ =
Shape factor
Çengel’s book
β€’ Shear stress at the wall
𝑦=0
𝐻 = 𝛿 βˆ— /πœƒ β‰ˆ 2.6
2-21
Blasius’ Exact Solution (cont’d)
πœ•π‘’
πœπ‘€ = πœ‡
πœ•π‘¦
πœƒ β‰ˆ 0.14 𝛿
πœƒ(π‘₯)
𝛿 βˆ— (π‘₯)
π‘₯
Most important result of
Blasius’ solution
𝑅𝑒π‘₯
𝛿 βˆ— β‰ˆ 0.35 𝛿
π‘ˆ
𝛿(π‘₯)
β€’ Using local Reynolds number definition, 𝑅𝑒π‘₯ = π‘ˆπ‘₯/𝜈
𝛿
=
π‘₯
𝑒
𝑒
0.664 π‘₯
1βˆ’
𝑑𝑦 =
π‘ˆ
π‘ˆ
𝑅𝑒π‘₯
𝛿 grows with π‘₯
π‘₯2
π‘₯1
𝑒
1.721 π‘₯
𝑑𝑦 =
π‘ˆ
𝑅𝑒π‘₯
𝐹𝐷
1.328
=
πœŒπ‘πΏπ‘ˆ2 /2
𝑅𝑒𝐿
Exercise: A wind tunnel’s square test section is 1 m long. Assuming uniform
laminar flow at the inlet of the test section determine the maximum allowed air
speed such that the BL remains laminar inside the test section. For this air speed
determine 𝛿, 𝛿 βˆ— and πœƒ at the exit of the test section.
2-23
2-24
Von Karman’s Approximate Momentum Integral Approach (MIA)
MIA for a Flat Plate
β€’ Consider 2D, steady, incompressible flow over a flat plate.
Blasius’ Exact Solution
β€’ MIA is based on the mass and momentum conservation for a differential control
volume inside the BL.
β€’ laminar BL
β€’ over a flat plate
β€’ for zero pressure gradient
𝑑𝑝
𝑑π‘₯
C
=0
𝑦
B
πΉπ‘‘π‘Ÿπ‘Žπ‘”
π‘₯ A
𝛿
D
Momentum Integral Approach (MIA)
β€’ both laminar and turbulent BLs
β€’ Continuity equation :
β€’ over flat and curved surfaces
β€’ for any known π‘ˆ(π‘₯) and the corresponding 𝑝outside (π‘₯)
π‘šπ΄π΅ + π‘šπΆπ· = 0
β€’ π‘₯–momentum equation :
β€’ but needs a velocity profile guess and provides approximate
results
𝐹π‘₯ = Mom. flux𝐴𝐡 + Mom. flux𝐢𝐷
For the flat plate, pressure is constant
everywhere and the only external force is
the drag force.
2-25
MIA for a Flat Plate (cont’d)
Using MIA for Laminar BL over a Flat Plate
β€’ Step 1. Assume a suitable velocity profile for 𝑒(𝑦) inside the BL
β€’ Following the derivation given in the handout, we get
πœπ‘€ = πœŒπ‘ˆ2
2-26
β€’ For laminar BLs polynomials of different degrees or trigonometric functions can be
used.
π‘‘πœƒ
𝑑π‘₯
β€’ For example a quadratic polynomial profile inside a BL is
β€’ This is von Karman’s momentum integral equation.
π‘ˆ
β€’ This version is valid for flow over a flat plate, i.e. π‘ˆ and 𝑝 are constant, not changing
with π‘₯. It is valid for both laminar and turbulent BLs.
β€’ To work with this equation we need to start with an assumed velocity profile inside
the BL.
𝛿
𝑒 𝑦 = 𝐴 + 𝐡𝑦 + 𝐢𝑦 2
Determine the constants 𝐴, 𝐡 and 𝐢 using three boundary conditions
β€’ Then we can calculate all BL parameters such as 𝛿(π‘₯), πœƒ(π‘₯), πœπ‘€ (π‘₯), etc.
β€’ The power of the approach is that it gives acceptable results even when the assumed
velocity profile is rather crude.
β€’ 𝑒 0 =0
β€’ 𝑒 𝛿 =π‘ˆ
β€’
2-27
πœ•π‘’
πœ•π‘¦ 𝑦=𝛿
=0
𝐴=0
2π‘ˆ
𝐡=
𝛿
π‘ˆ
𝐢=βˆ’ 2
𝛿
𝑒
𝑦
𝑦
=2
βˆ’
π‘ˆ
𝛿
𝛿
2
2-28
Using MIA for Laminar BL over a Flat Plate (cont’d)
Using MIA for Laminar BL over a Flat Plate (cont’d)
β€’ Step 2. Express πœπ‘€ in terms of the assumed velocity profile.
β€’ For laminar flows we can use πœπ‘€ =
Exercise : Use the MIA with linear velocity profile and obtain the numbers of the 1 st
row of the previous table.
πœ•π‘’
πœ‡
.
πœ•π‘¦ 𝑦=0
β€’ For the parabolic profile of the previous page πœπ‘€ = πœ‡
2π‘ˆ
𝛿
Exercise : Air flows at π‘ˆ = 3 m/s past a flat plate with a length of 𝐿 = 2 m in the
flow direction. Assuming zero pressure gradient and a laminar BL with
.
β€’ Step 3. Use this πœπ‘€ in the momentum integral equation and determine 𝛿(π‘₯).
a) linear velocity profile
β€’ After finding 𝛿(π‘₯) other details inside the BL can be computed.
b) parabolic velocity profile
β€’ Following table provides a summary of results of MIA for various velocity profiles.
c) cubic velocity profile
𝛿 𝑅𝑒π‘₯ /π‘₯
𝐢𝑓π‘₯ 𝑅𝑒π‘₯
𝐢𝑓𝐿 𝑅𝑒𝐿
MIA, Linear profile
3.46
0.578
1.156
MIA, Parabolic profile
5.48
0.730
1.460
MIA, Cubic profile
4.64
0.646
1.292
MIA, Sine profile
4.79
0.655
1.310
Blasius (exact)
5.00
0.664
1.328
d) sinusoidal velocity profile
determine 𝛿 at π‘₯ = 𝐿. Also calculate the drag force acting on the plate. Compare
the results with Blasius’ solution. Use the values of previous slide’s table.
2-29
2-30
Using MIA for a Turbulent BL
Using MIA for a Turbulent BL (cont’d)
β€’ For turbulent flows power law velocity profile is more appropriate
𝑒
𝑦
=
π‘ˆ
𝛿
1/𝑛
where
𝑛=
7
8
9
5
β€’
5 × 10 < 𝑅𝑒π‘₯ < 10
107 < 𝑅𝑒π‘₯ < 108
108 < 𝑅𝑒π‘₯
β€’
β€’ Compared to the Blasius’ profile, power law profiles are fuller, with higher speed
flow close to the wall.
𝑦/𝛿
Time
averaged
turbulent
profile
𝑒/π‘ˆ
𝑦/𝛿
𝛿
0.37
=
π‘₯ 𝑅𝑒 1/5
π‘₯
Blasius
Power law, n=7
0.6
β€’
0
𝐢𝑓𝐿 =
Laminar
: 𝛿 ~ π‘₯ 1/2
Turbulent : 𝛿 ~
0
0.2
0.4 0.6
𝑒/π‘ˆ
0.8
1/4
0.072
1/5
𝑅𝑒𝐿
Note the difference between laminar and turbulent 𝛿’s.
0.4
0.2
1
𝜈
π‘ˆπ›Ώ
Exercise: Using power law profile with 𝑛 = 7 and the above πœπ‘€ relation in the MIA,
obtain the following relations
1
0.8
Instead, experimentally obtained expressions are used, such as
πœπ‘€ = 0.0225πœŒπ‘ˆ2
β€’ Power law profile represents time averaged profile of an unsteady turbulent flow.
1
Power law velocity profile approximates the time averaged 𝑒 velocity nicely.
β€’ But it gives infinite slope at the wall, therefore it can not be used to calculate πœπ‘€ .
7
π‘₯ 4/5
A turbulent BL
grows faster than
a laminar one.
1
2-31
2-32
Pressure Gradient Inside a Boundary Layer
Drag Force Calculation using Integral Formulation (similar to MIA)
Exercise: (Fox’s book) A developing boundary layer of standard air on a flat plate is
shown below. The free stream flow outside the boundary layer is undisturbed with
π‘ˆ = 50 m/s. The plate is 3 m wide perpendicular to the diagram. Measurements at
section BC revealed that the velocity profile is close to power law profile with
𝑛 = 7 and boundary layer thickness is 𝛿 = 19 mm. Calculate
a)
π‘‘π‘ˆ
𝑑𝑝
>0 &
<0
𝑑π‘₯
𝑑π‘₯
π‘‘π‘ˆ
𝑑𝑝
=0 &
=0
𝑑π‘₯
𝑑π‘₯
π‘‘π‘ˆ
𝑑𝑝
<0 &
>0
𝑑π‘₯
𝑑π‘₯
Pressure drops in flow
direction (Favorable
pressure gradient)
Pressure does not
change with π‘₯ (Zero
pressure gradient)
Pressure increases in flow
direction (Adverse
pressure gradient)
the mass flow rates across surfaces AD, AB and BC.
Region 1
b) the x-momentum flow rates across surfaces AD, AB and BC.
c)
Region 2
Region 3
the drag force exerted on the flat plate between D and C.
π‘ˆ
A
CV
B
𝑦
𝛿
π‘₯
D
𝑦
𝛿
C
Backflow
π‘₯
Separation point:
2-33
Pressure Gradient Inside a Boundary Layer (cont’d)
β€’
𝑑𝑝
𝑑π‘₯
= 0 : Fluid particles inside the BL slow down due to shear stress only.
β€’
𝑑𝑝
𝑑π‘₯
< 0 : Pressure decreases in the flow direction (favorable pressure gradient).
Pressure force is in the flow direction. It helps the flow attach to the
surface even stronger.
Flow cannot separate from the surface.
𝑑𝑝
𝑑π‘₯
πœ•π‘¦ 𝑦=0
Fox’s book
=0
2-34
Flow Separation
Flow cannot separate from the surface.
β€’
πœ•π‘’
β€’
Flow separation is generally undesired. It reduces lift force on an airfoil or
increases drag force on a blunt body such as a sphere.
β€’
In a diffuser it increases losses and results in poor pressure recovery.
β€’
Turbulent BLs are more resistive to separation because, compared to a laminar
one, velocities (and momentum) close to the wall are higher in a turbulent BL.
β€’
Dimples on golf balls and turbulators on wings are used to promote turbulence
and delay separation (We’ll come to this later).
1
> 0 : Pressure increases in the flow direction (adverse pressure gradient).
Pressure force is in the opposite direction of the flow.
𝑦
𝛿
Fluid particles close to the wall with low momentum may come to a stop
or even move in the opposite direction of the main flow, called backflow.
β€’
Adverse pressure gradient is the necessary but not sufficient condition for separation.
Separation will occur if the adverse pressure gradient is high enough.
β€’ BL theory is no longer applicable after the separation point.
2-35
0
0
𝑒/π‘ˆ
1
2-36
Flow Separation (cont’d)
Separation over a car
Drag Force (𝐹𝐷 )
A more streamlined concept car
Separation over a stalled airfoil
Component of force acting on a body parallel to the direction of relative motion of
the body and the surrounding fluid.
β€’
In ME 305 we studied the dimensionless parameters for the calculation of drag
force on a smooth sphere.
β€’
Drag is a function of 𝐹𝐷 = 𝑓1 𝐷, π‘ˆ, πœ‡, 𝜌
β€’
www.germancarforum.com
www.onera.fr
β€’
πœ‡, 𝜌
𝐹𝐷
Buckingham Pi analysis resulted in
𝐷
𝐹𝐷
= 𝑓2 𝑅𝑒
πœŒπ‘ˆ2 𝐷 2
Separation in a diverging duct
β€’
Left hand side is a nondimensional drag force. The result can be expressed by using
the drag coefficient 𝐢𝐷
𝐢𝐷 =
http://wings.avkids.com/Tennis/Book/laminar-01.html
π‘ˆ
𝐹𝐷
= 𝑓(𝑅𝑒)
1 2
πœŒπ‘ˆ 𝐴
2
where the area 𝐴 = πœ‹π· 2 /4 for the above sphere.
NCFMF films
2-37
2-38
Drag Force (cont’d)
𝐢𝐷 =
Frontal area
Drag Force (cont’d)
𝐹𝐷
1 2
πœŒπ‘ˆ 𝐴
2
Planform area
β€’
First we’ll only consider the simple and common case of 𝐢𝐷 = 𝑓 𝑅𝑒
β€’ 𝐹𝐷 is composed of two components.
Wetted area
Pressure drag (Form drag)
Friction drag
𝐹𝐷 π‘“π‘Ÿπ‘–π‘π‘‘π‘–π‘œπ‘› =
β€’ Previous slide says that 𝐢𝐷 is a function of Reynolds number only.
β€’ When free surface, compressibility and surface roughness effects are included, 𝐢𝐷
becomes a more complicated function of
π‘π‘œπ‘‘π‘¦
πœπ‘€ 𝑑𝐴
𝐹𝐷
Uniform
flow
direction
𝐹𝐷 π‘π‘Ÿπ‘’π‘ π‘ π‘’π‘Ÿπ‘’ =
𝑝 𝑑𝐴
π‘π‘œπ‘‘π‘¦
Uniform
flow
direction
β€’ Obtaining functional forms of πœπ‘€ and 𝑝 distributions for a general flow over even
simple shaped bodies is very difficult, if not impossible.
𝐢𝐷 = 𝑓(𝑅𝑒, πΉπ‘Ÿ, π‘€π‘Ž, πœ€/𝐿)
β€’
2-39
𝐹𝐷 (or 𝐢𝐷 ) calculations rely mostly on experimental data.
2-40
Drag Force (cont’d)
Drag Force on a Flat Plate
β€’ Flat plate, when aligned parallel to the flow, is a perfectly streamlined body.
β€’
β€’ 𝐹𝐷 on such a plate is purely do to shear forces. Pressure drag is zero.
Consider flow over a flat plate, with length 𝐿 and width 𝑏.
π‘ˆ
Streamlines are
almost straight
𝐢𝐷 =
𝑏
𝐹𝐷 = 𝐹𝐷 π‘“π‘Ÿπ‘–π‘π‘‘π‘–π‘œπ‘›
𝐿
𝐹𝐷 π‘π‘Ÿπ‘’π‘ π‘ π‘’π‘Ÿπ‘’ = 0
Blasius’ solution for laminar flow ∢ 𝐢𝐷 =
1.328
β€’ When the plate is perpendicular to the flow the extremely blunt case is obtained.
𝐹𝐷
1 2
πœŒπ‘ˆ
𝑏𝐿
2
(Slide 2βˆ’24)
𝑅𝑒𝐿
von Karman’s MIA with 𝑛 = 7 profile : 𝐢𝐷 =
0.072
(Slide 2βˆ’32)
1/5
𝑅𝑒𝐿
Schlichting’s formula with transition at 5 × 105 : 𝐢𝐷 =
𝐹𝐷 = 𝐹𝐷 π‘π‘Ÿπ‘’π‘ π‘ π‘’π‘Ÿπ‘’
Completely turb. flow on rough plate :
𝐹𝐷 π‘“π‘Ÿπ‘–π‘π‘‘π‘–π‘œπ‘› = 0
Note: Previously we
used 𝐢𝑓𝐿 for flat plate.
Itβ€²s the same as 𝐢𝐷 .
0.455
1700
βˆ’
log 𝑅𝑒𝐿 2.58
𝑅𝑒𝐿
𝐢𝐷 = 1.89 βˆ’ 1.62 log
πœ€
𝐿
βˆ’2.5
2-41
𝐢𝐷 for Flow over a Flat Plate
2-42
Drag Force on a Flat Plate (cont’d)
Exercise : A supertanker is 360 m long, has a beam width of 70 m and a draft of
25 m. Estimate the force and power required to overcome skin friction drag at a
cruising speed of 13 knot in seawater at 10 oC.
β€’ Experimental data is plotted.
β€’ Very similar to the Moody
diagram used for pipe flow.
β€’ Laminar flow curve represents
Blasius’ exact solution.
β€’ Relative surface roughness
(πœ€/𝐿) becomes a factor in the
turbulent regime.
𝐷 = 25 m
𝐢𝐷
π‘ˆ
Water line (Blue part
is under the water)
β€’ For high 𝑅𝑒𝐿 values
(completely turbulent regime)
𝐢𝐷 becomes independent of
𝑅𝑒𝐿 , i.e. roughness becomes
the only defining parameter.
Munson’s book
𝑅𝑒𝐿
2-43
2-44
Shape Dependency of Drag
Streamlined bodies
Shape Dependency of Drag
β€’
Blunt bodies
β€’
change the upstream uniform flow
minimally
β€’
change the upstream uniform
flow considerably
β€’
delay BL separation
β€’
cause early BL separation
β€’
create smaller wake regions
β€’
create larger wake regions
β€’
create less pressure drag
β€’
create more pressure drag
Streamlining the following body by decreasing 𝑑/𝑐 increases the dominance of
friction drag over pressure drag.
0.12
π‘ˆ
𝐢𝐷
𝑑
𝑐
based on
𝐴frontal
Fox’s book
0.08
Total
Friction
0.04
0
0
Pressure
0.1
0.2
0.3
0.4
0.5
𝑑/𝑐
β€’ Data is for 𝑅𝑒𝑐 = 4 × 105 .
β€’ Minimum total 𝐢𝐷 is 0.06. It is obtained around 𝑑/𝑐 = 0.25.
β€’ This 𝐢𝐷 is equal to 20 % of the 𝐢𝐷 of a circular cylinder of the same thickness.
www.germancarforum.com
2-45
http://jalopnik.com
2-46
𝑅𝑒 Dependency of Drag
𝑅𝑒 Dependency of Drag (cont’d)
β€’ 𝑅𝑒 dependency can be studied in three categories.
β€’
β€’ very low 𝑅𝑒 (inertia forces are negligibly small)
β€’
moderate 𝑅𝑒 (laminar BL)
β€’
very high 𝑅𝑒 (turbulent BL)
For objects with sharp edges 𝐢𝐷 is almost constant for 𝑅𝑒 > 1000.
β€’ Separation always occurs at the sharp edges independent of 𝑅𝑒.
β€’
Laminar to turbulent transition has no considerable effect.
𝑏
β€’ Flows with 𝑅𝑒 < 1 are called creeping flows.
β„Ž
π‘ˆ
β€’ For creeping flows, irrespective of the shape of the body
π‘ˆ
1
𝐢𝐷 ∝ 𝑅𝑒
𝐢𝐷 =
2.05
1.05
𝑏 β„Ž=∞
𝑏 β„Ž=1
𝐢𝐷 = 1.17
𝐢𝐷 = 1.42
𝐷
π‘ˆ
𝐷
20.4
𝐢𝐷 =
𝑅𝑒𝐷
π‘ˆ
13.6
𝐢𝐷 =
𝑅𝑒𝐷
π‘ˆ
𝐷
24
𝐢𝐷 =
𝑅𝑒𝐷
π‘ˆ
π‘ˆ
π‘ˆ
β„Ž
β€’ These flows are governed by a balance between pressure and viscous forces.
𝐢𝐷 = 0.38
π‘ˆ
𝐷
π‘ˆ
22.2
𝐢𝐷 =
𝑅𝑒𝐷
𝐢𝐷 = 2.30
2-47
𝐢𝐷 = 1.20
2-48
Drag Force on a Sphere and Cylinder
Dependency of Drag to Turbulence Transition
Munson’s book
400
100
Blunt bodies
Streamlined bodies
A
β€’
drag is mostly due to friction
β€’
drag is mostly due to pressure
β€’
transition to turbulence increases
shear force and increases 𝐢𝐷 .
β€’
transition to turbulence delays
separation, decreases size of the
wake region and decreases 𝐢𝐷 .
1.0
𝐢𝐷 =
1 2
2 πœŒπ‘ˆ 𝑏𝐷
width
1
24
𝑅𝑒
B
C
D
E
Sphere
100
101
102
𝐷
𝐷
A
103
104
𝑅𝑒𝐷
105
B
106
107
C
𝐷/2
0.1
No separation
𝐷
Steady separation bubble
0.18 𝐷
0.01
104
105
106
𝑅𝑒 = π‘ˆπ·/𝜈
107
𝐷
𝐢𝐷 = 24 𝑅𝑒, known as Stokes’ theory.
β€’ 𝑅𝑒 < 1000 :
𝐢𝐷 drops with 𝑅𝑒.
At 𝑅𝑒 =
103
Turbulent boundary layer,
narrow turbulent wake
2-50
Drag Force on a Sphere (cont’d)
β€’
Potential flow theory predicts equal pressure
on front and back sides.
β€’ For laminar BL pressure on the front side is
similar to that of potential theory. However,
separation (shown with a circle) occurs at
about πœƒ = 90° and back pressure remains
lower than front pressure.
about 95 % of the drag is due to pressure.
β€’ 103 < 𝑅𝑒 < 4 × 105 : 𝐢𝐷 remains almost constant.
Boundary layer becomes turbulent.
𝐢𝐷 drops sharply.
β€’ For turbulent BL pressure on the front side is
almost the same as that of potential theory.
Separation is delayed up to πœƒ = 140° and
wake is narrower. Back pressure is recovered
better.
β€’ Although 𝐢𝐷 seems to be dropping in the entire 𝑅𝑒 range, 𝐹𝐷 actually increases
with 𝑅𝑒.
β€’ Only at the sudden drop of 𝐢𝐷 due to transition, drag force also drops, known as
the drag crisis.
Exercise : Using the figure of the previous slide (or a higher quality one from
another source), calculate the drag force on a golf ball sized smooth sphere of
45 mm diameter, flying in a stream of air at 20 oC at different Reynolds numbers
and generate a β€œπΉπ· vs. 𝑅𝑒𝐷 ” figure.
E
Laminar boundary layer,
wide turbulent wake
2-49
Drag Force on a Sphere (cont’d)
β€’ 𝑅𝑒 < 1 :
Oscillating Karman vortex street wake
D
𝐷
Munson’s book
β€’ 𝑅𝑒 > 4 × 105 :
Cylinder
𝐢𝐷 =
0.1
10-1
Flat plate
Circle
Ellipse
𝐹𝐷
𝐢𝐷
10
𝑅𝑒 = 15000
𝑅𝑒 = 30000
with trip wire
1.0
Potential
theory
0.6
Turbulent
BL
0.2
𝐢𝑝 -0.2
-0.6
Laminar
BL
-1.0
-1.4
Fox’s book
0
30
60 90 120 150 180
πœƒ [degrees]
(measured from –x axis in CW direction)
2-51
http://sport.maths.org
2-52
Drag Force on a Sphere – Effect of Surface Roughness (cont’d)
Drag Force on a Sphere (cont’d)
β€’ For a smooth sphere transition of BL flow into turbulence occurs at about 4
× 105 .
β€’
Dimples on a golf ball are carefully designed such that they
β€œtrip” the BL flow into turbulence at 𝑅𝑒 = 4 × 104 , which is
precisely the 𝑅𝑒 value of a well-hit golf ball.
β€’
A smooth golf ball can at most be hit to approximately 120 m.
A dimpled one can fly up to 265 m.
β€’ For a rough sphere transition occurs at lower 𝑅𝑒 values.
Munson’s book
0.6
e
0.5
0.4
𝐢𝐷
0.3
a
Relative roughness
πœ€ 𝐷 is equal to
d
c
b
a ∢ that of a golf ball
b∢
0.0125
c∢
0.005
d∢
0.0015
e∢
smooth
0.2
0.1
4x104
105
4x105
106
β€’ For a smooth sphere, transition to turbulence reduces 𝐢𝐷 by a factor of 5.
β€’
For a golf ball, transition to turbulence reduces 𝐢𝐷 by a factor of 2. But the
important point is that the reduction takes place at a lower 𝑅𝑒, matching the 𝑅𝑒
of a flying golf ball.
Exercise : Watch the Mythbusters episode about β€œFuel Efficiency of a Dimpled Car”
and read about a β€œCFD Study on Golf Ball Aerodynamics”.
4x106
http://dsc.discovery.com/videos/mythbusters-dimpled-car-minimyth.html
𝑅𝑒𝐷
http://www.newswise.com/articles/view/546607
2-53
2-54
Effect of Mach Number on 𝐢𝐷
Effect of Mach Number on 𝐢𝐷 (cont’d)
β€’ For subsonic with low Mach number, 𝐢𝐷 is not a function of π‘€π‘Ž.
β€’
β€’ But it increases sharply after a certain π‘€π‘Ž value.
β€’ Detached, bow shocks form in front of blunt bodies.
β€’ Following figure shows the variation of 𝐢𝐷 with π‘€π‘Ž for two objects of width 𝑏.
First object has a square cross section.
β€’
reference
density
𝐹𝐷
𝐢𝐷 =
1 2 πœ‹π· 2
πœŒπ‘ˆ
2
4
1.5
1.0
π‘ˆ
0.5
0
0.5
π‘ˆ
𝐷
𝐷
2.0
0
width
Munson’s book
1.6
π‘ˆ
2.5
𝐹𝐷
1 2
πœŒπ‘ˆ
𝑏𝐷
2
Attached shocks form on the leading edge of pointed bodies.
Munson’s book
3.0
𝐢𝐷 =
For supersonic flows formation of shock waves plays an important role.
4𝐷
circular
cylinder
1.2
cylinder
with sharp
nose
0.8
π‘ˆ
0.4
𝐷
1.0
0
π‘€π‘Ž
2-55
0
1
2
π‘€π‘Ž
3
𝐷
4
2-56
Effect of Mach Number on 𝐢𝐷 (cont’d)
Effect of Froude Number on 𝐢𝐷
β€’ Schlieren images of shock waves in high speed flight of blunt and pointed bodies.
β€’
For objects moving on a free surface wave drag becomes important.
β€’ Hull shapes of ships are designed to reduce wave drag.
β€’
Use of a bulbous bow creates extra waves that cancel out the waves generated
by the hull and reduce wave drag considerably.
0.0015
http://qdl.scs-inc.us
web.mit.edu
πΆπ·π‘€π‘Žπ‘£π‘’ =
𝐹𝐷
1 2 2
2 πœŒπ‘ˆ 𝐿
Munson’s book
𝐿
0.0010
𝐿
0.0005
bulbous
bow
0
www.nasa.gov
0.1
0.2
0.3
0.4
πΉπ‘Ÿ = π‘ˆ/ 𝐿𝑔
2-57
Effect of Froude Number on 𝐢𝐷 (cont’d)
2-58
Composite Drag
β€’ Bulbous bows used for wave drag reduction.
β€’
Approximate drag estimate of a complex body can be done by treating the body as
an assembly of simpler parts. See the distributed handout.
β€’
For example for an airplane, drag on the fuselage, wings and tail can be estimated
separately and added.
β€’
Interaction between various parts affect the accuracy of the analysis.
Exercise : A 95 km/h wind blows past a water tower. Estimate the wind force acting
on it (Reference: Munson).
𝐷𝑠
π‘ˆ = 95 km/h
π‘ˆ
𝐷𝑠 = 12 m
www.cruiseradio.net
𝑏
𝐷𝑐 = 4.5 m
L= 15 m
www.globalsecurity.org
2-59
𝐷𝑐
2-60
Lift Force
Lift Force (cont’d)
β€’ Lift is the component of the force that is perpendicular to the flow direction.
𝐢𝐿 =
Lift coefficient
β€’
An airfoil can generate lift because of the low and high pressures on its top and
bottom surfaces, respectively.
β€’
Pressure distribution over an airfoil is usually given as a 𝐢𝑝 graph.
𝐹𝐿
1 2
πœŒπ‘ˆ 𝐴
2
www.grc.nasa.gov
-1.5
Planform area (𝐴 = 𝑏𝑐)
Top surface
-1.0
Planform
area = 𝑏𝑐
-0.5
𝑝 βˆ’ π‘βˆž
𝐢𝑝 =
1
𝜌 π‘ˆ2
2 ∞ ∞
Thickness
Angle of
attack (𝛼)
Compressible flow
with a shock over
RAE 2822 airfoil
Span (𝑏)
π‘€π‘Ž = 0.729
0.0
𝛼 = 2.31°
Bottom surface
0.5
π‘ˆ
Shock is at the upper
surface at about
π‘₯/𝑐 = 0.55
1.0
0.0
0.2
2-61
Lift Force (cont’d)
0.4
0.6
π‘₯/𝑐
0.8
1.0
2-62
Lift Force (cont’d)
β€’ 𝐢𝐿 increases with angle of attack up to stall. 𝐢𝐷 also increases with angle of attack.
β€’
Flaps are movable portions of a wing trailing edge that may be extended during
landing and takeoff to increase effective wing area.
As 𝛼 increases, separation point on the top
surface moves towards the leading edge. At
stall, separation occurs at a major portion of
the top surface and lift drops sharply.
β€’
They increase 𝐢𝐿 considerably at a given 𝛼. But they also increase 𝐢𝐷 and are not
used during normal cruising.
1.8
1.6
1.4
Fox’s book
3.5
1.2
0.8
0.6
𝛼
0.4
0.2
0
0
𝐢𝐷
π‘ˆ
4
𝐢𝐿 2.0
0.012
0.008
0
Fox’s book
1
1.5
0
4
8 12 16 20
𝛼 (deg)
2
2.5
2.0 𝐢𝐿
2. Slotted flap
1.5
1.0
0
5 10 15 20
𝛼 (deg)
2-63
1
1. No flap
0.5
-5
3.5
3.0
1.0
NACA 23015
airfoil
0.004
8 12 16 20
𝛼 (deg)
2
2.5
0.016
NACA 23015
airfoil
3. Double
slotted flap
3.0
0.020
𝐢𝐿 1.0
3
3
0
0.5
0.1
0.2
0.3
𝐢𝐷
2-64
Lift Force (cont’d)
Lift Force (cont’d)
β€’ When the flaps are extended air escapes from high pressure region to low pressure
region through the slots. This energizes the upper portion of the airfoil and reduces
flow separation.
β€’
Vortex generators can also be used to avoid/delay flow separation.
β€’ Extending flaps also increases camber (amount of curvature), which also increases
lift.
Wing
Slot
Çengel’s book
Flap
2-65
2-66
Lift Force (cont’d)
Induced Drag
Exercise: (Çengel’s book) A commercial airplane has a total mass of 70,000 kg and a
wing planform area of 150 m2. The plane has a cruising speed of 558 km/h and a
cruising altitude of 12 km, where the air density is 0.312 kg/m 3. The plane has
double-slotted flaps for use during takeoff and landing, but it cruises with all flaps
retracted. Assuming the lift and the drag characteristics of the wings can be
approximated by NACA 23012 (given in Slide 2-64), determine
a)
β€’
Wings have finite span. At the wing tips high pressure fluid at the bottom escapes
to the low pressure upper part, causing trailing edge vortices.
β€’
They increase the drag force known as induced drag.
β€’
They create wake turbulence, which needs to be taken into account by air traffic
controllers.
the minimum safe speed for takeoff and landing with and without extending
the flaps,
b) the angle of attack to cruise steadily at the cruising altitude, and
c)
the power that needs to be supplied to provide enough thrust to overcome
wing drag.
2-67
2-68
Lift Force (cont’d)
Lift on Rotating Bodies (Magnus Effect)
β€’ Lift force is generated on rotating bodies.
β€’ Birds fly in formation to catch preceding bird’s updraft due to wingtip vortices.
Read more about it at
http://www.sciencemag.org/news/2014/01/why-birds-fly-v-formation
Experiments for
rotating smooth sphere
0.8
Munson’s book
𝐢𝐷
𝐢𝐿 and 𝐢𝐷
0.6
0.4
𝐢𝐿
0.2
β€’
Winglets (endplates) are used to
minimize the undesired effect of
wingtip vortices.
0
0
2-69
𝐹𝐿
π‘ˆ
πœ”
1
2
3
4
Spin ratio πœ”π‘…/π‘ˆ
Exercise: A table tennis ball weighing
0.0245 N with diameter 3.8 cm is hit at a
velocity of 12 m/s with a back spin of
angular velocity πœ”. Determine the value of
πœ” such that lift and drag forces will be
balanced and the ball will travel
horizontally. Use the data given in the
figure. (Reference: Munson)
πœ”
π‘ˆ
𝐹𝐷
5
2-70