3. Water is flowing steadily in a 5-cm-diameter and 60 m long horizontal pipe at a rate of 6 L/s. The pipe is smooth. If you ever need, use Moody chart (in the last page) to get friction factor. Take water density and dynamic viscosity as p= constant as g = 9.8 m/s². Determine 1000 kg/m³ and 4 = 1.1 x 10-³kg/m-s. Take gravitational a) Reynolds number and then if the flow is laminar or turbulent. Take critical Reynolds number as Recr 4000 b) pressure drop AP= P₁-P₂ c) head loss h₂

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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3. Water is flowing steadily in a 5-cm-diameter and 60 m long horizontal pipe at a rate of 6 L/s. The
pipe is smooth. If you ever need, use Moody chart (in the last page) to get friction factor. Take water
density and dynamic viscosity as p=
constant as g = 9.8 m/s². Determine
1000 kg/m³ and 4 = 1.1 x 10-³kg/m-s. Take gravitational
a) Reynolds number and then if the flow is laminar or turbulent. Take critical Reynolds number
as Recr 4000
b) pressure drop AP= P₁-P₂
c) head loss h₂
Transcribed Image Text:3. Water is flowing steadily in a 5-cm-diameter and 60 m long horizontal pipe at a rate of 6 L/s. The pipe is smooth. If you ever need, use Moody chart (in the last page) to get friction factor. Take water density and dynamic viscosity as p= constant as g = 9.8 m/s². Determine 1000 kg/m³ and 4 = 1.1 x 10-³kg/m-s. Take gravitational a) Reynolds number and then if the flow is laminar or turbulent. Take critical Reynolds number as Recr 4000 b) pressure drop AP= P₁-P₂ c) head loss h₂
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