Diameter of pipe 1 d1=15cm=0.15 m
C/S Area of pipe 1 A1=4π(d1)2=0.005625π m2
Diameter of pipe 2 d2=20 cm=0.2 m
C/S Area of pipe 2 A2=4π(d1)2=0.01π m2
Velocity at pipe 1 v1=4 m/s
Velocity at pipe 2 v2=?
Discharge through pipe 1 Q1=A1v1=0.005625π m2(4 m/s)
=0.0225π m3/s=0.0707 m3/s
Q1=0.0707 m3/s
From continuity Q1=Q2+Q3
Discharge through pipe 2 Q2=A2v2=0.01π m2(v2)
=Q1=0.0225π m3/s
Velocity at pipe 2 v2=A2Q2=0.01π m20.0225π m3/s=2.25 m/s
v2=2.25 m/s
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