Water to a residential area is transported at a rate of 1.5 m3/s via 70-cm-internal-diameter concrete pipes with a surface roughness of 3 mm and a total length of 1500 m. In order to reduce pumping power requirements, it is proposed to line the interior surfaces of the concrete pipe with 2-cm-thick petroleum-based lining that has a surface roughness thickness of 0.04 mm. There is a concern that the reduction of pipe diameter to 66 cm and the increase in average velocity may offset any gains. Taking r = 1000 kg/m3 and n = 1 * 1026 m2/s for water, determine the percent increase or decrease in the pumping power requirements due to pipe frictional losses as a result of lining the concrete pipes.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Water to a residential area is transported at a rate of
1.5 m3/s via 70-cm-internal-diameter concrete pipes with a
surface roughness of 3 mm and a total length of 1500 m.
In order to reduce pumping power requirements, it is proposed
to line the interior surfaces of the concrete pipe with
2-cm-thick petroleum-based lining that has a surface roughness
thickness of 0.04 mm. There is a concern that the reduction
of pipe diameter to 66 cm and the increase in average
velocity may offset any gains. Taking r = 1000 kg/m3
and n = 1 * 1026 m2/s for water, determine the percent
increase or decrease in the pumping power requirements
due to pipe frictional losses as a result of lining the concrete
pipes.

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