Fluid Mechanics: Fundamentals and Applications
4th Edition
ISBN: 9781259877827
Author: CENGEL
Publisher: MCG
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Chapter 5, Problem 129P
Consider water flow in a piping network. The pressure,velocity, and elevation at a specified point (point 1) of the flow are 300 kPa. 2.4 ms, and 5 m. The velocity and elevation at point 2 are 1.9 ni/s and 18 in. respectively. Take the correction factor to be 1. If the irreversible head loss between point 1 and point 2 of the pipe is 2 in. the pressure of water at point 2 is
(a) 286 kPa
(b)230kPa
(c) 179 kPa
(d) 154 kPa
(e) 101 kPa
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Chapter 5 Solutions
Fluid Mechanics: Fundamentals and Applications
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