A liquid of density 1374 kg/m3 flows with speed 1.02 m/s into a pipe of diameter 0.18 m. The diameter of the pipe decreases to 0.05 m at its exit end. The exit end of the pipe is 8.95 m lower than the entrance of the pipe, and the pressure at the exit of the pipe is 1.1 atm. 1.02 m/s 0.18 m 1.1 atm 8.95 m 0.05 m Applying Bernoulli's principle, what is the pressure P at the entrance end of the pipe? Assume the viscosity of the fluid is negligible and the fluid is incompressible. The acceleration of gravity is 9.8 m/s² and Patm 1.013 x 10³ Pa. Answer in units of Pa.

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A liquid of density 1374 kg/m3 flows with speed 1.02 m/s into a pipe of diameter
0.18 m. The diameter of the pipe decreases to 0.05 m at its exit end. The exit end
of the pipe is 8.95 m lower than the entrance of the pipe, and the pressure at the
exit of the pipe is 1.1 atm.
1.1 atm
W
1.02 m/s
0.18 m
8.95 m
0.05 m
Applying Bernoulli's principle, what is
the pressure P at the entrance end of the
pipe? Assume the viscosity of the fluid
is negligible and the fluid is incompressible.
The acceleration of gravity is 9.8 m/s² and
Patm 1.013 x 105 Pa.
Answer in units of Pa.
Transcribed Image Text:A liquid of density 1374 kg/m3 flows with speed 1.02 m/s into a pipe of diameter 0.18 m. The diameter of the pipe decreases to 0.05 m at its exit end. The exit end of the pipe is 8.95 m lower than the entrance of the pipe, and the pressure at the exit of the pipe is 1.1 atm. 1.1 atm W 1.02 m/s 0.18 m 8.95 m 0.05 m Applying Bernoulli's principle, what is the pressure P at the entrance end of the pipe? Assume the viscosity of the fluid is negligible and the fluid is incompressible. The acceleration of gravity is 9.8 m/s² and Patm 1.013 x 105 Pa. Answer in units of Pa.
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