Fluid Mechanics: Fundamentals and Applications
Fluid Mechanics: Fundamentals and Applications
4th Edition
ISBN: 9781259877827
Author: CENGEL
Publisher: MCG
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Textbook Question
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Chapter 3, Problem 146P

An oil pipeline and a 1.3-m3 rigid air tank are connected to each other by a manometer, as shown in Fig. P3-146. If the tank contains 15 kg of air at 80 ° C. determine (a) the absolute pressure in the pipeline and (b) the change in Δ h when the temperature in the tank drops to 20 ° C. Assume the pressure in the oil pipeline to remain constant, and the air volume in the manometer to be negligible relative to the volume of the tank.

Expert Solution
Check Mark
To determine

(a)

The absolute pressure in the pipeline.

Answer to Problem 146P

The absolute pressure in the pipeline is 1123067.7N/m2_.

Explanation of Solution

Given information:

Volume rigid air tank is 1.3m3, mass of air in the tank is 15kg, temperature of air in the tank is 80°C, specific gravity of oil in the pipeline is 2.68, specific gravity of mercury is 13.6.

Write the expression for absolute pressure of air in the tank.

  Pair=mRTV...... (I)

Here, the mass of air in the tank is m, characteristic gas constant of air is R, temperature of air in the tank T, and the volume of tank is V.

Write the expression for absolute pressure in the pipeline.

  Poil=(Soilρwghoil)(SHgρwghHg)+Pair...... (II)

Here, specific gravity of oil is Soil, density of water is ρw, acceleration due to gravity is g, height of oil in the manometer is hoil, specific gravity of mercury is SHg, and height of mercury in the manometer is hHg.

Calculation:

Substitute 15kg for m, 0.287kJ/kgK for R, 80°C for T, and 1.3m3 for V in equation (I).

  Pair=15kg×0.287kJ/kgK×80°C1.3m3=4.305kJ/K×(80°C+273.15)K1.3m3=1520.31kJ( 1kNm 1kJ)1.3m3=1520.31kNm1.3m3

  =1169.469kN/m2

Substitute 1000kg/m3 for ρw, 2.68 for Soil, 9.81m/s2 for g, 13.6 for SHg, 75cm for hoil, 20cm for hHg and 1169.469kN/m2 for Pair in equation (II).

P oil =[ ( 2.68×1000 kg/ m 3 ×9.81m/ s 2 ×75cm ) ( 13.6×1000 kg/ m 3 ×9.81m/ s 2 ×20cm )+( 1169.469 kN/ m 2 ) ]

   =[ ( 2680 kg/ m 3 ×9.81m/ s 2 ×75cm( 1m 100cm ) ) ( 13600 kg/ m 3 ×9.81m/ s 2 ×20cm( 1m 100cm ) ) +( 1169.469 kN/ m 2 ( 10 3 N/ m 2 1kN/ m 2 ) ) ]

   =[ ( 26290.8 kg/ m 2 s 2 ×0.75m )( 133416 kg/ m 2 s 2 ×0.20m )+ ( 1169469N/ m 2 ) ]

   =[ ( 19718.1 kg/ m s 2 ( 1N/ m 2 1 kg/ m s 2 ) )( 26683.2 kg/ m s 2 ( 1N/ m 2 1 kg/ m s 2 ) ) +( 1169469N/ m 2 ) ]

  Poil=[(19718.1N/ m 2)(26683.2N/ m 2)+(1169469N/ m 2)]=1123067.7N/m2

Conclusion:

The absolute pressure in the pipeline is 1123067.7N/m2_.

Expert Solution
Check Mark
To determine

(b)

The change in Δh when the temperature in the tank drops to 20°C.

Answer to Problem 146P

The change in Δh when the temperature in the tank drops to 20°C is 20.39cm_.

Explanation of Solution

Given information:

Temperature of air in the tank is 20°C.

The figure below shows the new schematic diagram of manometer.

  Fluid Mechanics: Fundamentals and Applications, Chapter 3, Problem 146P

Figure-(2)

Write the expression for absolute pressure of air in the tank.

  Pair=mRTV...... (III)

Here, the mass of air in the tank is m, characteristic gas constant of air is R, temperature of air in the tank T, and the volume of tank is V.

Write the expression for equation of balancing the volumes in both arms of the manometer.

  π(3D)2c=πD2b9D2c=D2bb=9c...... (IV)

Here, the diameter of limb is D, the rise in height of mercury in left limb is c, and the fall in height of mercury in right limb is b.

Write the expression for vertical height corresponding to b in the right limb.

  d=bcos50...... (V)

Substitute 9c for b in equation (V).

  d=9ccos50=5.785c...... (VI)

Write the expression for equation of pressure head balance in manometer.

  (Poilρwg)+Soil×(hoil+c)+SHg×(hHgd)=(Pairρwg)...... (VII)

Substitute 5.785c for d in equation (VII).

  (Poilρwg)+Soil×(hoil+c)+SHg×(hHg5.785c)=(Pairρwg)...... (VIII)

Calculation:

Substitute 15kg for m, 0.287kJ/kgK for R, 20°C for T and 1.3m3 for V in equation (III).

  Pair=15kg×0.287kJ/kgK×20°C1.3m3=4.305kJ/K×(20°C+273.15)K1.3m3=1262.01kJ( 1kNm 1kJ)1.3m3=1262.01kNm1.3m3

  =971kN/m2

Substitute 1000kg/m3 for ρw, 2.68 for Soil, 9.81m/s2 for g, 13.6 for SHg, 75cm for hoil, 20cm for hHg, 1123067.7N/m2 for Poil and 971kN/m2 for Pair in equation (VIII).

  [( 1123067.7N/ m 2 1000 kg/ m 3 ×9.81m/ s 2 )+2.68×( 75cm+c)+13.6×( 20cm5.785c)]=(971 kN/ m 2 1000 kg/ m 3 ×9.81m/ s 2 )( 1123067.7N/ m 2 1000 kg/ m 3 ×9.81m/ s 2 ( 971 kN/ m 2 ( 103 N/ m 2 1kN/ m 2 ) 1000 kg/ m 3 ×9.81m/ s 2 ))=[2.68×( 75cm+c)+13.6×( 20cm5.785c)](114.481N1 kg/ s 2 )(98.98N1 kg/ s 2 )=(201cm+2.68c+272cm78.676c)15.501N( 1 kgm/ s 2 1N)1kg/s2=75.996c473cm

  15.501kgm/s21kg/s2+473cm=75.996c15.501m(100cm1m)+473cm=75.996c1550.1cm=75.995cc=20.39cm

Conclusion:

The change in Δh when the temperature in the tank drops to 20°C is 20.39cm_.

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Chapter 3 Solutions

Fluid Mechanics: Fundamentals and Applications

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