A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water (kinematic viscosity = 0.9 x 10-ôm²/s) with velocity %3D of 3 m/s. Friction factor () for laminar flow is given by f = 64/Re, and for turbulent flow it is given by JE 1 2log10 +1.74,, where, %3D Reynolds number, r = radius of pipe, k = roughness height and g = 9.81 m/s². The head loss (in m, up to three decimal places) in Re %3D %3D %3D %3D the pipe due to friction is
A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water (kinematic viscosity = 0.9 x 10-ôm²/s) with velocity %3D of 3 m/s. Friction factor () for laminar flow is given by f = 64/Re, and for turbulent flow it is given by JE 1 2log10 +1.74,, where, %3D Reynolds number, r = radius of pipe, k = roughness height and g = 9.81 m/s². The head loss (in m, up to three decimal places) in Re %3D %3D %3D %3D the pipe due to friction is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A rough pipe of 0.5 m diameter, 300 m length
and roughness height of 0.25 mm, carries water
(kinematic viscosity = 0.9 x 10-6m2/s) with velocity
of 3 m/s. Friction factor (ff) for laminar flow is
given by f = 64/Re, and for turbulent flow
it is given by Ji
= 2log.o)+1
+1.74,, where,
k
%3D
Reynolds number, r = radius of pipe,
roughness height and g = 9.81 m/s2. The
head loss (in m, up to three decimal places) in
Re =
%3D
k
%3D
%3D
the pipe due to friction is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9b17a9d0-1987-4e3e-b805-af15c293c1d3%2Fbc18ed95-4c49-4695-9e70-e2f3e04ce981%2Fkxtrdf5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A rough pipe of 0.5 m diameter, 300 m length
and roughness height of 0.25 mm, carries water
(kinematic viscosity = 0.9 x 10-6m2/s) with velocity
of 3 m/s. Friction factor (ff) for laminar flow is
given by f = 64/Re, and for turbulent flow
it is given by Ji
= 2log.o)+1
+1.74,, where,
k
%3D
Reynolds number, r = radius of pipe,
roughness height and g = 9.81 m/s2. The
head loss (in m, up to three decimal places) in
Re =
%3D
k
%3D
%3D
the pipe due to friction is
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