A pipe 25cm in diamater and comlong conveys
watere at a velocity of 3.0 m/s, pind the head lost
a due to friction by en meng is Daney relation
and ils chezy by using formula for which
take kinematie viscosity op watereY= 0.0] stoke
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Here, diameter of the tap,
D=1.25cm=1.25×10
−2
m
Density of water, ρ=10
3
kgm
−3
Coefficient of viscosity,η=10
−3
Pas
Volume of water flowing out per second is
Q=3Lpermin=
60s
3×10
−3
m
3
=5×10
−5
m
3
s
−1
Reynolds number is given by:
R
e
=
πDη
4ρQ
=
3.14×1.25×10
−2
m×10
−3
Pas
4×10
3
kgm
−3
×5×10
−5
m
3
s
−1
=5095>2000
Thus, the flow will be turbulent.
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