Design the diameter of a steel pipe to carry water having kinematic viscosity v=10 m²/s with a mean velocity of 1 m/s. The head loss is to be limited to 5 m per 100 m length of pipe. Consider the equivalent sand roughness height of pipe, ks-15 x 10-4 cm. Assume that the Darcy-Weisbach friction coefficient over the whole range of turbulent flow can be expressed as: /-0.0055 [1 + (20 × 10³ % +10 D Re

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Q5:
Design the diameter of a steel pipe to carry water having kinematic viscosity
V=
10 m²/s with a mean velocity of 1 m/s. The head loss is to be limited to 5 m per 100
m length of pipe. Consider the equivalent sand roughness height of pipe, ks = 15 x 10-4
cm. Assume that the Darcy - Weisbach friction coefficient over the whole range of
turbulent flow can be expressed as:
/=0.0055 [1 + (20 × 10³ % +¹0
10%
D
Re
Transcribed Image Text:Q5: Design the diameter of a steel pipe to carry water having kinematic viscosity V= 10 m²/s with a mean velocity of 1 m/s. The head loss is to be limited to 5 m per 100 m length of pipe. Consider the equivalent sand roughness height of pipe, ks = 15 x 10-4 cm. Assume that the Darcy - Weisbach friction coefficient over the whole range of turbulent flow can be expressed as: /=0.0055 [1 + (20 × 10³ % +¹0 10% D Re
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