A liquid of density 1.17×103kg/m3 flows steadily through a pipe of varying diameter and height. At location 1 along the pipe the flow speed is 9.47m/s and the pipe diameter is 1.11×101cm. At location 2 the pipe diameter is 1.77×101cm. At location 1 the pipe is 9.45m higher than it is at location 2. Ignoring viscosity, calculate the difference between the fluid pressure at location 2 and the fluid pressure at location 1.
Solution
From the equation of continuity:
A1v1=A2v2,
where A1=4πd12, A2=4πd22 — areas of pipes.
So
v2=A2A1v1=4πd224πd12v1=d22d12v1.
Use Bernoulli's equation
P2+ρgz2+2ρv22=P1+ρgz1+2ρv12.
The difference between the fluid pressure at location 2 and the fluid pressure at location 1:
P2−P1=ρg(z1−z2)+2ρ(v12−v22)=ρg(z1−z2)+21ρv12(1−(d2d1)4).P2−P1=1.17∗103∗9.81∗9.45+21∗1.17∗103∗9.472(1−(1.771.11)4).P2−P1=1.53∗105Pa=153kPa.
Answer: 153kPa.