Water at a pressure of 3.30 atm at street level flows into an office building at a speed of 0.80 m/s through a pipe 6.40 cm in diameter. The pipes taper down to 2.80 cm in diameter by the top floor, 30.0 m above. Calculate the water pressure in such a pipe on the top floor.
from equation of continuity
volume flow rate is constant
A1*v1 = A2*v2
v2 = (A1/A2)*v1
A1 = pi*r1^2 pi*d1^2/4
A2 = pi*r2^2 = pi*d2^2/4
v2 = speed of water at the top floor
v1 = speed of water at the street level
v2 = (pi*d1^2/(pi*d2^^2))*v1
v2 = (6.4/2.8)^2*0.8 = 4.18 m/s
from Bernoulli's principle
P1 + (1/2)*rho*v1^2 + rho*g*h1 = P2 + (1/2)*rho*v2^2 + rho*g*h2
P1 = 3.3 atm = 3.3*10^5 Pa
P2 = ?
h1 = 0 m
h2 = 30.0 m
rho = density of water = 1000 kg / m^3
P2 = P1 + (1/2)*rho*( (v1 ^2 - v2^22 ) + rho*g*(h1-h2)
P2 = (3.3*1.013*10^5) + (1/2)*1000*( 0.8^2 - 4.18^2) + 1000*(0-30)
P2 = 2.96*10^5 pa
P2 = (2.96*10^5)/(1.013*10^5)
P2 = 2.92 atm
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