Diameter of pipe 1 d1=40 cm=0.4 m
C/S Area of pipe 1 A1=4π(d1)2=0.04π m2
Diameter of pipe 2 d2=30 cm=0.3 m
C/S Area of pipe 2 A2=4π(d1)2=0.0225π m2
Diameter of pipe 3 d3=20 cm=0.2 m
C/S Area of pipe 3 A3=4π(d3)2=0.01π m2
Discharge through pipe 1 Q1=A1v1=0.04π m2(3 m/s)
=0.12π m3/s=0.3770 m3/s
Q1=0.3770 m3/s
Velocity at pipe 2 v2=2 m/s
Velocity at pipe 3 v3=?
From continuity Q1=Q2+Q3
Discharge through pipe 2 Q2=A2v2=0.0225π m2(2 m/s)
=0.045π m3/s=0.1414 m3/s
Discharge through pipe 3 Q3=Q1−Q2=0.12π m3/s−0.045π m3/s
=0.075π m3/s
Velocity at pipe 3 v3=A3Q3=0.01π m20.075π m3/s=7.5 m/s
v3=7.5 m/s
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