Fluid Mechanics: Fundamentals and Applications
Fluid Mechanics: Fundamentals and Applications
4th Edition
ISBN: 9781259696534
Author: Yunus A. Cengel Dr., John M. Cimbala
Publisher: McGraw-Hill Education
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Textbook Question
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Chapter 3, Problem 49P

Repeat Prob. 3-48 by replacing the air with oil whose specific gravity is 0.72.

Expert Solution & Answer
Check Mark
To determine

The pressure difference between two pipelines.

Answer to Problem 49P

The pressure difference is 10.336kPa.The air column can be ignored since the density of air very low.

Explanation of Solution

Given information:

The density of seawater is 1035kg/m3.

The following figure represents freshwater and seawater flowing in parallel horizontal pipelines which are connected to each other by a double U-tube manometer.

  Fluid Mechanics: Fundamentals and Applications, Chapter 3, Problem 49P

Figure-(1)

Write the equation for the pressure difference of sea water and fresh water.

  ΔP=PHg+PoilPfwPsw   ...... (I)

Here, the pressure difference is ΔP, the pressure on mercury is PHg, the pressure on oil is Poil, pressure on freshwater is Pfw and pressure on seawater is Psw.

Write the expression for pressure on oil.

  Poil=ρoil×g×hoilPoil=(SG oil×ρw)×g×hoil   ...... (II)

Here, density of oil is ρoil, acceleration due to gravity is g, height of oil column is hoil, specific gravity of oil is SGoil, and density of water is ρw.

Write the expression for density of mercury.

  ρHg=SGHg×ρw   ...... (III)

Here, specific gravity of mercury is SGHg and density of water is ρw.

Write the expression for pressure on mercury.

  PHg=ρHg×g×hHg   ...... (IV)

Here, pressure on mercury is PHg, density of mercury is ρHg, acceleration due to gravity is g, and height of mercury column is hHg.

Write the expression for pressure on seawater.

  Psw=ρsw×g×hsw...... (V)

Here, pressure on seawater is Psw, density of seawater is ρsw, acceleration due to gravity is g, height of seawater column is hsw.

Write the expression for pressure on seawater.

  Pfw=ρfw×g×hfw...... (VI)

Here, pressure on freshwater is Pfw, density of freshwater is ρfw, acceleration due to gravity is g, height of freshwater column is hfw.

Calculation:

Substitute 0.72 for ρoil, 1000kg/m3 for ρw, 9.81m/s2 for g and 70cm for hoil in Equation (II).

  Poil=0.72×(9.81m/ s 2)×(70cm)=(0.72×1000kg/ m 3)×(9.81m/ s 2)×(70cm× 1m 100cm)=(720kg/ m 3)×(9.81m/ s 2)×(0.7m)=4944.2kg ms2

  poil=4944.2kg/ms2( 1Pa 1 kg/ ms 2 )=4944.2Pa( 1Pa 1000kPa)=4.944kPa

Substitute 13.6 for SGHg and 1000kg/m3 for ρw in Equation (III).

  ρHg=(13.6)(1000kg/ m 3)=13600kg/m3

Substitute 13600kg/m3 for ρHg, 9.81m/s2 for g and 10cm for hHg in Equation (IV).

  PHg=(13600kg/ m 3)(9.81m/ s 2)(10cm)=(13600kg/ m 3)(9.81m/ s 2)(10cm× 1m 100cm)=(13600kg/ m 3)(9.81m/ s 2)(0.1m)=13341.6kg/ms2

  PHg=13341.6kg/ms2( 1Pa 1 kg/ ms 2 )=13341.6Pa( 1Pa 1000kPa)=13.34kPa

Substitute 1035kg/m3 for ρsw

  9.81m/s2 for g and 30cm for hsw in Equation (V).

  Psw=(1035kg/ m 3)(9.81m/ s 2)(30cm)=(1035kg/ m 3)(9.81m/ s 2)(30cm× 1m 100cm)=(1035kg/ m 3)(9.81m/ s 2)(0.3m)=3045.0055kg/ms2

  Psw=3045.0055kg/ms2( 1Pa 1 kg/ ms 2 )=3045.0055Pa( 1Pa 1000kPa)=3.045kPa

Substitute 1000kg/m3 for ρfw, 9.81m/s2 for g and 50cm for hfw in Equation (VI).

  Pfw=(1000kg/ m 3)(9.81m/ s 2)(50cm)=(1000kg/ m 3)(9.81m/ s 2)(50cm× 1m 100cm)=(1000kg/ m 3)(9.81m/ s 2)(0.5m)=4905kg/ms2

  Pfw=4905kPa( 1Pa 1 kg/ ms 2 )=4905kPa( 1Pa 1000kPa)=4.9kPa

Substitute 13.34kPa for PHg, 4.944kPa for Poil, 4.905kPa for Pfw and 3.045kPa for Psw in Equation (I)/

  ΔP=13.34kPa+4.944kPa+4.905kPa+3.045kPa=10.336kPa

Conclusion:

The pressure difference is 10.336kPa.The air column can be ignored since the density of air very low.

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Chapter 3 Solutions

Fluid Mechanics: Fundamentals and Applications

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