Results and Calculation New

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RESULTS AND CALCULATION

TEST 1 (smooth plate)

Distance from leading edge, X (m) = 0.05

Micrometer reading, y

(mm)

Static pressure (mBar)

Pitot tube pressure

manometer (mBar)

Differential manometer height, ∆ h,

(mBar)

Differential manometer height, ∆ h,

(mm)

u(m/s)

¿uU u

U (1-

uU )

0 9.4 11.4 2.0 25.60 18.08 0.81 0.150.25 9.4 11.4 2.0 25.60 18.08 0.81 0.150.50 9.6 11.6 2.0 25.60 18.08 0.81 0.150.75 9.6 11.6 2.0 25.60 18.08 0.81 0.151.00 9.6 11.8 2.2 28.16 18.97 0.85 0.131.25 9.6 12.0 2.4 30.72 19.81 0.89 0.131.50 9.6 12.4 2.6 33.28 20.62 0.92 0.071.75 9.6 12.4 2.8 35.84 21.40 0.96 0.042.00 9.6 12.4 2.8 35.84 21.40 0.96 0.042.25 9.6 12.4 2.8 35.84 21.40 0.96 0.042.50 9.6 12.6 2.8 35.84 21.40 0.96 0.042.75 9.6 12.6 3.0 38.40 22.15 0.99 0.013.00 9.6 12.6 3.0 38.40 22.15 0.99 0.013.25 9.6 12.6 3.0 38.40 22.15 0.99 0.013.50 9.6 12.6 3.0 38.40 22.15 0.99 0.013.75 9.6 12.6 3.0 38.40 22.15 0.99 0.014.00 9.6 12.6 3.0 38.40 22.15 0.99 0.014.25 9.6 12.6 3.0 38.40 22.15 0.99 0.01

Free Stream Velocity, U (m/s) = 22.37

Reynolds number, ρUx / μ = 73790.36

Graphs

Graph of y (mm) Vs uU

, (Test 1)

Graph of y (mm) Vs (uU

)(1- uU

) , (Test 1).

TEST 2 (smooth plate)

Distance from leading edge, X(m) = 0.2

Micrometer reading, y

(mm)

Static pressure (mBar)

Pitot tube pressure

manometer (mBar)

Differential manometer height, ∆ h,

(mBar)

Differential manometer height, ∆ h,

(mm)

u(m/s)

¿uU u

U (1-

uU )

0 9.4 11.4 2.0 25.60 18.08 0.78 0.170.25 9.4 11.4 2.0 25.60 18.08 0.78 0.170.50 9.4 11.8 2.4 30.72 19.81 0.86 0.120.75 9.6 12.0 2.4 30.72 19.81 0.86 0.121.00 9.6 12.2 2.6 33.28 20.62 0.89 0.11.25 9.6 12.4 2.8 35.84 21.40 0.93 0.071.50 9.6 12.4 2.8 35.84 21.40 0.93 0.071.75 9.6 12.6 3.0 38.40 22.15 0.96 0.042.00 9.6 12.8 3.2 40.96 22.88 0.99 0.012.25 9.6 12.8 3.2 40.96 22.88 0.99 0.012.50 9.6 12.8 3.2 40.96 22.88 0.99 0.012.75 9.6 12.8 3.2 40.96 22.88 0.99 0.013.00 9.6 12.8 3.2 40.96 22.88 0.99 0.013.25 9.6 12.8 3.2 40.96 22.88 0.99 0.013.50 9.6 12.8 3.2 40.96 22.88 0.99 0.01

Free Stream Velocity, U (m/s) = 23.11

Reynolds number, ρUx / μ = 15521.73 X 106.

Graphs

Graph of y (mm) Vs uU

, (Test 2)

Graph of y (mm) Vs (uU

)(1- uU

) , (Test 2).

TEST 3 (Rough plate)

Distance from leading edge, X (m) = 0.05

Micrometer reading, y

(mm)

Static pressure (mBar)

Pitot tube pressure

manometer (mBar)

Differential manometer height, ∆ h,

(mBar)

Differential manometer height, ∆ h,

(mm)

u(m/s)

¿uU u

U (1-

uU )

0 9.4 11.6 2.2 28.16 18.97 0.85 0.130.25 9.6 12.0 2.4 30.72 19.81 0.89 0.100.50 9.6 12.0 2.4 30.72 19.81 0.89 0.100.75 9.6 12.2 2.6 33.28 20.62 0.92 0.071.00 9.6 12.2 2.6 33.28 20.62 0.92 0.071.25 9.6 12.2 2.6 33.28 20.62 0.92 0.071.50 9.6 12.4 2.8 35.84 21.40 0.96 0.041.75 9.6 12.4 2.8 35.84 21.40 0.96 0.042.00 9.6 12.6 3.0 38.40 22.15 0.99 0.012.25 9.6 12.6 3.0 38.40 22.15 0.99 0.012.50 9.6 12.6 3.0 38.40 22.15 0.99 0.012.75 9.6 12.6 3.0 38.40 22.15 0.99 0.01

3.00 9.6 12.6 3.0 38.40 22.15 0.99 0.013.25 9.6 12.6 3.0 38.40 22.15 0.99 0.013.50 9.6 12.6 3.0 38.40 22.15 0.99 0.01

Free Stream Velocity, U (m/s) = 22.37

Reynolds number, ρUx / μ = 73790.36

Graphs

Graph of y (mm) Vs uU

, (Test 3)

Graph of y (mm) Vs (uU

)(1- uU

) , (Test 3).

TEST 4 (Rough Plate)

Distance from leading edge, X (m) = 0.2

Micrometer reading, y

(mm)

Static pressure (mBar)

Pitot tube pressure

manometer (mBar)

Differential manometer height, ∆ h,

(mBar)

Differential manometer height, ∆ h,

(mm)

u(m/s)

¿uU u

U (1-

uU )

0 9.4 11.2 1.8 23.04 17.16 0.74 0.20.25 9.6 11.4 1.8 23.04 17.16 0.74 0.20.50 9.6 11.4 1.8 23.04 17.16 0.74 0.20.75 9.6 11.8 2.2 28.16 18.97 0.82 0.151.00 9.6 12.0 2.4 30.72 19.81 0.86 0.151.25 9.6 12.0 2.4 30.72 19.81 0.86 0.151.50 9.6 12.2 2.6 33.28 20.62 0.89 0.11.75 9.6 12.2 2.6 33.28 20.62 0.89 0.12.00 9.6 12.4 2.8 35.84 21.40 0.93 0.072.25 9.6 12.6 3.0 38.40 22.15 0.96 0.04

2.50 9.6 12.6 3.0 38.40 22.15 0.96 0.042.75 9.6 12.8 3.2 40.96 22.88 0.99 0.013.00 9.6 12.8 3.2 40.96 22.88 0.99 0.013.25 9.6 12.8 3.2 40.96 22.88 0.99 0.013.50 9.6 12.8 3.2 40.96 22.88 0.99 0.013.75 9.6 12.8 3.2 40.96 22.88 0.99 0.014.00 9.6 12.8 3.2 40.96 22.88 0.99 0.014.25 9.6 12.8 3.2 40.96 22.88 0.99 0.01

Free Stream Velocity, U (m/s) = 23.11

Reynolds number, ρUx / μ = 15521.73 X 106.

Graphs

Graph of y (mm) Vs uU

, (Test 4)

Graph of y (mm) Vs (uU

)(1- uU

) , (Test 4).

a) Smooth plate

Test 1.

Theoretical Experimentalx = 0.05Re = 73790.36

x = 0.05Re = 73790.36

δ (mm) 0.9203 2.75δ ¿ (mm) 0.3166 0.3436θ (mm) 0.1222 0.2674

Test 2.

Theoretical Experimentalx = 0.2Re = 15521.73 X 106.

x = 0.2Re = 15521.73 X 106.

δ (mm) 0.6777 2.0δ ¿ (mm) 0.0848 0.25θ (mm) 0.066 0.1944

b) Rough plate

Test 3.

Theoretical Experimentalx = 0.05Re = 73790.36

x = 0.05Re = 73790.36

δ (mm) 0.9203 2.0δ ¿ (mm) 0.3166 0.25θ (mm) 0.1222 0.1944

Test 4.

Theoretical Experimentalx = 0.2Re = 15521.73 X 106.

x = 0.2Re = 15521.73 X 106.

δ (mm) 0.6777 2.75δ ¿ (mm) 0.0848 0.3438θ (mm) 0.066 0.2674SAMPLE CALCULATIONS:

ρoil = 784 Kg m−3

ρair = 1.204 Kg m−3

gravity, g = 9.81 m/s2

5 mbar = 64 mm

Free stream velocity, U (m/s) = Highest value of u / 0.99.

Example, Test 1:

Reynolds number = ρUx / μ

= (1.204)(22.37)(0.05) / (1.825 X 10−5)

= 73790.36.

Velocity, u = √ 2 ρoil g ∆ hρair

= √ 2 x784 x 9.81 x0.2561.204

= 18.08 m/s

Free stream velocity, U = Highest value of u / 0.99

= 22.15 / 0.99

= 22.37 m/s

u/U = 18.08 / 22.37

= 0.81

u/U (1-u/U) = 0.81 (1-0.81)

= 0.15

Calculation of Theoretical δ (boundary layer thickness), δ ¿ (displacement thickness) and θ(momentum thickness)

For smooth surface x = 0.05 m

δ = 5.0 x√ℜ

= 5.0 x 0.05√73790.36

= 0.9203

δ ¿ = 1.72 x√ℜ

= 1.72 x 0.05√73790.36

= 0.3166

θ = 0.664 x√ℜ

= 0.664 x0.05√73790.36

= 0.1222

Calculation of Experimental δ (boundary layer thickness), δ ¿ (displacement thickness) and θ(momentum thickness)

δ = 2.75 mm

δ ¿ = ∫(1− uU )dy

= ∫(1−( yδ )

17)dy

= 1/8 (δ)

= 1/8 (2.75)

= 0.3436 mm

θ=¿ ∫ uU

(1− uU

) dy

= ∫( yδ )

17 (1− y

δ

17 )dy

= 7/72 (δ)

= 7/72(2.75)

= 0.2674 mm