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 m/s, and 5 m. The velocity and elevation at point 2 are 1.9 m/s and 18 m, respectively. Take the correction factor to be 1. If the irreversible head loss between point 1 and point 2 of the pipe is 2 m, the pressure of water at point 2 is (a) 286 kPa (b) 230 kPa (c) 179 kPa (d) 154 kPa (e) 101 kPa

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
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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 m/s, and 5 m. The velocity and elevation at point 2 are 1.9 m/s and 18 m, respectively. Take the correction factor to be 1. If the irreversible head loss between point 1 and point 2 of the pipe is 2 m, the pressure of water at point 2 is (a) 286 kPa (b) 230 kPa (c) 179 kPa (d) 154 kPa (e) 101 kPa

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