Diameter of pipe 1 "d_1=30 cm=0.3\\ m"
C/S Area of pipe 1 "A_1 =\\dfrac{\\pi(d_1)^2}{4}=0.0225\\pi\\ m^2"
Diameter of pipe 2 "d_2=20\\ cm=0.2\\ m"
C/S Area of pipe 2 "A_2 =\\dfrac{\\pi(d_2)^2}{4}=0.01\\pi\\ m^2"
Velocity at pipe 1 "v_1=2\\ m\/s"
Velocity at pipe 2 "v_2=?"
Discharge through pipe 1 "Q_1=A_1v_1=0.0225\\pi\\ m^2 (2\\ m\/s)"
"=0.045\\pi\\ m^3\/s=0.1414\\ m^3\/s"
From continuity "Q_1=Q_2+Q_3"
Discharge through pipe 2 "Q_2=A_2v_2=0.01\\pi\\ m^2 (v_2)"
"=Q_1=0.045\\pi\\ m^3\/s"
Velocity at pipe 2 "v_2=\\dfrac{Q_2}{A_2}=\\dfrac{0.045\\pi\\ m^3\/s}{0.01\\pi\\ m^2 }=4.5\\ m\/s"
"v_2=4.5\\ m\/s"
Mass rate of flow
"=113.097 kg\/s"
"\\dfrac{\\Delta m}{\\Delta t}=113.097 kg\/s"
Comments
Leave a comment