In: Civil Engineering
Water in pipe AB (Figure 2), diameter (DAB) 1.2 m, is
flowing with the velocity (VAB) of 3 m/second. Then it continues to
flow through pipe BC, with a diameter (DBC) of 1.5 m and finally
flows through branch pipe of CD, diameter (DCD) of 0.8 m and pipe
of CE (DCE), with a velocity (VCE) of 2.1 m/second.
Calculate:
1. Discharge of pipe AB (QAB)
2. Flow velocity of pipe BC (VBC)
3. Flow velocity of pipe BC (VBC)
4. Diameter of pipe CE (VCE)
Based on the continuity equation, total discharge is constant.
discharge, Q=AV
A=area
V=velocity
A1= Area of pipe AB=((DAB)2)/4=((1.2)2)/4=1.13m2/s
V1= Velocity of pipe AB=VAB=3m/s
A2= Area of pipe BC=((DBC)2)/4=((1.5)2)/4=1.767m2/s
V2= Velocity of pipe BC=VBC
A3= Area of pipe CD=((DCD)2)/4=((0.8)2)/4=0.502m2/s
V3= Velocity of pipe CD=VCD
A4= Area of pipe CE=((DCE)2)/4
V4= Velocity of pipe CE=VCE=2.1m/s
Q= A1V1 = A2V2 =( A3V3+A4V4)
discharge of pipe AB, Q= A1V1 = 1.13*3=3.39m3/s
A1V1 = A2V2 =1.767m2/s*V2
3.39=1.767m2/s*V2
V2= Velocity of pipe BC=VBC=1.92m/s
3.39m3/s=( A3V3+A4V4)=0.502*V3+A4*2.1
FROM THIS EQUATION SUBTITUTING VALUES OF V3 WE GET DIAMETER DCE OR VICE VERSA.
V3= Velocity of pipe CD(m/s) | A4= Area of pipe CE | The diameter of pipe CE=DCE(m) |
1.5 | 1.258 | 1.27 |
2 | 1.39 | 1.20 |
2.5 | 1.02 | 1.14 |
3 | 0.9 | 1.07 |
3.5 | 0.782 | 1 |
4 | 0.663 | 0.92 |