Example Problem: In figure below, water at 10°C is flowing from section 1 to section 2. At section 1, which is 25 mm in diameter, the gage pressure is 345 kPa and the velocity of flow is 3.0 m/s. Section 2, which is 50 mm in diameter, is 2.0 m above section 1. Assuming there are no energy losses in the system, calculate the pressure P2. Total head

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Example Problem: In figure below, water at 10°C is flowing from section 1 to section 2.
At section 1, which is 25 mm in diameter, the gage pressure is 345 kPa and the velocity
of flow is 3.0 m/s. Section 2, which is 50 mm in diameter, is 2.0 m above section 1.
Assuming there are no energy losses in the system, calculate the pressure P2.
Total head
oi/2g = Velocity head
%3D
2.
P/y=Pressure head
Flow
= Elevation head
Reference level
Use this equation and complete the solution.
P,ly + Z, + V,?/2g = P/ y + Z, + V,2/2g
3
Transcribed Image Text:Example Problem: In figure below, water at 10°C is flowing from section 1 to section 2. At section 1, which is 25 mm in diameter, the gage pressure is 345 kPa and the velocity of flow is 3.0 m/s. Section 2, which is 50 mm in diameter, is 2.0 m above section 1. Assuming there are no energy losses in the system, calculate the pressure P2. Total head oi/2g = Velocity head %3D 2. P/y=Pressure head Flow = Elevation head Reference level Use this equation and complete the solution. P,ly + Z, + V,?/2g = P/ y + Z, + V,2/2g 3
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