Diameter of pipe 1 d1=30cm=0.3 m
C/S Area of pipe 1 A1=4π(d1)2=0.0225π m2
Diameter of pipe 2 d2=20 cm=0.2 m
C/S Area of pipe 2 A2=4π(d2)2=0.01π m2
Velocity at pipe 1 v1=2 m/s
Velocity at pipe 2 v2=?
Discharge through pipe 1 Q1=A1v1=0.0225π m2(2 m/s)
=0.045π m3/s=0.1414 m3/s
From continuity Q1=Q2+Q3
Discharge through pipe 2 Q2=A2v2=0.01π m2(v2)
=Q1=0.045π m3/s
Velocity at pipe 2 v2=A2Q2=0.01π m20.045π m3/s=4.5 m/s
v2=4.5 m/s
Mass rate of flow
ΔtΔm=ρAv=0.8⋅1000kg/m3(0.045π m3/s)
=113.097kg/s ΔtΔm=113.097kg/s
Comments