Please Solve this Question Water is to be conveyed at a rate of 250 lit/sec over a distance of 1.5 km at a head loss of 15 m. Asphalted C.I. pipe (ε = 0.12 mm) is suggested to be used. Taking the kinematic viscosity of water as 1 x 106 m²/s, estimate the diameter of the pipe for this purpose. Use Colebrook equation 1 √f 1.14-2log + D 21.25 Ꭱ 09

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Water is to be conveyed at a rate of 250 lit/sec over a
distance of 1.5 km at a head loss of 15 m. Asphalted C.I.
pipe (ε = 0.12 mm) is suggested to be used. Taking the
kinematic viscosity of water as 1 x 106 m²/s, estimate
the diameter of the pipe for this purpose. Use Colebrook
1
√f
E
equation =1.14-2log| - +
D
21.25
R⁹⁹
Transcribed Image Text:Please Solve this Question Water is to be conveyed at a rate of 250 lit/sec over a distance of 1.5 km at a head loss of 15 m. Asphalted C.I. pipe (ε = 0.12 mm) is suggested to be used. Taking the kinematic viscosity of water as 1 x 106 m²/s, estimate the diameter of the pipe for this purpose. Use Colebrook 1 √f E equation =1.14-2log| - + D 21.25 R⁹⁹
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