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VladimirAG [237]
3 years ago
12

A flat plate 1.5 m long and 1.0 m wide is towed in water at 20 o C in the direction of its length at a speed of 15 cm/s. Determi

ne the resistance of the plate and the boundary thickness at its trailing end.
Engineering
1 answer:
beks73 [17]3 years ago
3 0

Answer:

15.8

0.0944

Explanation:

L = 1.5

B = 1.0

Speed of water = 15cm

Temperature = 20⁰C

At 20⁰C

Specific weight = 9790

Kinematic viscosity v = 1.00x10^-4m²/s

Dynamic viscosity u = 1.00x10^-3

Density p = 998kg/m²

Reynolds number

= 0.15x1.5/1.00x10^-4

= 225000

S = 5

5x1.5/225000^1/2

= 0.0158

= 15.8mm

Resistance on one side of plate

F = 0.664x1x1.0x10^-3x0.15x225000^1/2

= 0.04724N

Total resistance

= 2N

= 2x0.04724

= 0.0944N

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From the article "Time Travel Is A Fun Science Fiction Story But Could It Be Real?", Albert Einstein's Theory of Relativity is d
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Choosing to purchase which of the following is likely most harmful to orangutans? Chocolate spreads that contain palm oil. Cold
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Air enters a compressor operating at steady state at T1 = 320 K, p1= 2 bar with a velocity of 80 m/s. At the exit, T2 = 550 K, p
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An inclined rectangular sluice gate AB 1.2 m by 5 m size as shown in Fig. Q3 is installed to control the discharge of water. The
ollegr [7]

Answer:

138.68 kN

Explanation:

I assume the figure is the one included in my answer.

Let's say r is the distance from the hinge A.  For a narrow section of the gate at this position, the length is dr, the width is w, and the area is dA.

dA = w dr

The pressure is:

P = ρgh

Using geometry, we can write h in terms of r.

(OA + r)² = h² + h²

(5√2 − 1.2 + r)² = 2h²

5√2 − 1.2 + r = √2 h

h = (5√2 − 1.2 + r) / √2

So the pressure at position r is:

P = ρg (5√2 − 1.2 + r) / √2

The force at position r is:

dF = P dA

dF = ρgw (5√2 − 1.2 + r) / √2 dr

The moment about hinge A caused by this force is:

dM = dF r

dM = (ρgw/√2) ((5√2 − 1.2) r + r²) dr

The total torque caused by the pressure is is:

M = ∫ dM

M = (ρgw/√2) ∫ ((5√2 − 1.2) r + r²) dr

M = (ρgw/√2) (½ (5√2 − 1.2) r² + ⅓ r³) [from r=0 to r=1.2]

M = (ρgw/√2) (½ (5√2 − 1.2) (1.2)² + ⅓ (1.2)³)

Sum of the moments on the gate:

∑τ = Iα

F(1.2) − M = 0

F = M / 1.2

F = (ρgw/√2) (½ (5√2 − 1.2) (1.2) + ⅓ (1.2)²)

Given that ρ = 1000 kg/m³, g = 9.81 m/s², and w = 5 m:

F = (1000 kg/m³ × 9.8 m/s² × 5 m /√2) (½ (5√2 − 1.2) (1.2) + ⅓ (1.2)²)

F = 138.68 kN

Round as needed.

8 0
3 years ago
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