Given,
Kinematic viscosity , v = 0.11 ft2/s
Specific Gravity , G = 0.88
Velocity , V = 2 ft/s
Diameter , d = 0.5 inches = 0.04167 ft
Length of Conduit , L = 55ft
a)
Reynolds Number, Re =
=
= 1000
b,
therefore the flow is Laminar
c,
Friction factor , f = ( for laminar )
=
= 0.064
Due to rough regime pipe it is essential to employ yet another dimensionless parameter of the flow, the roughness Reynolds number
( were ε = 1 )
= 2166
d,
Head loss =
= 0.064*1322.115*0.2
= 16.92 ft
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