Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Pressurized pipe flow
A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?
Question

Fluid

A pipe carrying water tapers from cross section 0.5m ^ 2 at A to 0.2 m² at B. The average velocity at A is 2 m/s and pressure is 500kN / (m^2) gauge) If the frictional losses are negligible, then pressure at B, which is 5 m above the level of A would be (assume, gravity acceleration as 10 m/ (s^ 2) and unit weight of water as 10 kN/m³)
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Transcribed Image Text:A pipe carrying water tapers from cross section 0.5m ^ 2 at A to 0.2 m² at B. The average velocity at A is 2 m/s and pressure is 500kN / (m^2) gauge) If the frictional losses are negligible, then pressure at B, which is 5 m above the level of A would be (assume, gravity acceleration as 10 m/ (s^ 2) and unit weight of water as 10 kN/m³)
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