Diameter of pipe 1 "d_1=40\\ cm=0.4\\ m"
C/S Area of pipe 1 "A_1 =\\dfrac{\\pi(d_1)^2}{4}=0.04\\pi\\ m^2"
Diameter of pipe 2 "d_2=30\\ cm=0.3\\ m"
C/S Area of pipe 2 "A_2 =\\dfrac{\\pi(d_1)^2}{4}=0.0225\\pi\\ m^2"
Diameter of pipe 3 "d_3=20\\ cm=0.2\\ m"
C/S Area of pipe 3 "A_3 =\\dfrac{\\pi(d_3)^2}{4}=0.01\\pi\\ m^2"
Discharge through pipe 1 "Q_1=A_1v_1=0.04\\pi\\ m^2 (3\\ m\/s)"
"=0.12\\pi\\ m^3\/s=0.3770\\ m^3\/s"
"Q_1=0.3770\\ m^3\/s"
Velocity at pipe 2 "v_2=2\\ m\/s"
Velocity at pipe 3 "v_3=?"
From continuity "Q_1=Q_2+Q_3"
Discharge through pipe 2 "Q_2=A_2v_2=0.0225\\pi\\ m^2 (2\\ m\/s)"
"=0.045\\pi\\ m^3\/s=0.1414\\ m^3\/s"
Discharge through pipe 3 "Q_3=Q_1-Q_2=0.12\\pi\\ m^3\/s-0.045\\pi\\ m^3\/s"
"=0.075\\pi\\ m^3\/s"
Velocity at pipe 3 "v_3=\\dfrac{Q_3}{A_3}=\\dfrac{0.075\\pi\\ m^3\/s}{0.01\\pi\\ m^2 }=7.5\\ m\/s"
"v_3=7.5\\ m\/s"
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