The figure shows a pipe connected a tee-section. Water with density of 1000 kg/s flows steadily from section 1 towards sections 2 and 3. At section 1, the area is 0.08 m^2 and the internal energy is 120 J/kg. At section 2, the area is 0.03 m^2, the velocity is 4.5 m/s, the gage pressure is zero and the internal energy is 130 J/kg. At section 3, the area is 0.05 m^2 the velocity is 4.5 m/s and the internal energy is 135 J/kg. If viscous effects, gravity and potential energy are negligible. Consider the atmospheric pressure 101 kPa. Answer the following questions.

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.46P
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The figure shows a pipe connected a tee-section. Water with density of 1000 kg/s flows steadily from section 1 towards sections 2 and 3. At section 1, the area is 0.08 m^2 and the internal energy is 120 J/kg. At section 2, the area is 0.03 m^2, the velocity is 4.5 m/s, the gage pressure is zero and the internal energy is 130 J/kg. At section 3, the area is 0.05 m^2 the velocity is 4.5 m/s and the internal energy is 135 J/kg. If viscous effects, gravity and potential energy are negligible. Consider the atmospheric pressure 101 kPa. Answer the following questions.

 

A)The total energy-rate in (kW) at section 2 (internal energy, flow energy, kinetic energy)

b)The total energy-rate in (kW) at section 3 (internal energy, flow energy, kinetic energy)

c)The power in (kW) required to push the flow from section 1 to sections 2 and 3

24.
y
1
Pipe
Tee
Transcribed Image Text:24. y 1 Pipe Tee
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