A horizontal pipe has a 180 degree bend with a uniform inside diameter of 150 mm (Cross Sectional Area 0.0176 m2)and carries water. The bend lies in the horizontal plane (gravity is not relevant). The gage pressure at Station 1 is 100 kPa and 50 kPa at Station 2. The mass flowrate through the pipe is 40 kg/s, thus the average velocity is 2.26 m/s. Determine the force exerted by the fluid on the bend in the x direction. diraction of the

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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A horizontal pipe has a 180 degree bend with a uniform inside diameter of 150 mm (Cross Sectional Area 0.0176 m2)and carries water. The
bend lies in the horizontal plane (gravity is not relevant). The gage pressure at Station 1 is 100 kPa and 50 kPa at Station 2. The mass flowrate
through the pipe is 40 kg/s, thus the average velocity is 2.26 m/s.
Determine the force exerted by the fluid on the bend in the x direction.
Hint: Jump straight to the momentum equation. The magnitude of the average velocity is consistent for stations 1 and 2, but the direction of the
velocity is different..
21
Flow
1
Select one:
a. 4.82 kN
Ob. 6.82 kN
Transcribed Image Text:A horizontal pipe has a 180 degree bend with a uniform inside diameter of 150 mm (Cross Sectional Area 0.0176 m2)and carries water. The bend lies in the horizontal plane (gravity is not relevant). The gage pressure at Station 1 is 100 kPa and 50 kPa at Station 2. The mass flowrate through the pipe is 40 kg/s, thus the average velocity is 2.26 m/s. Determine the force exerted by the fluid on the bend in the x direction. Hint: Jump straight to the momentum equation. The magnitude of the average velocity is consistent for stations 1 and 2, but the direction of the velocity is different.. 21 Flow 1 Select one: a. 4.82 kN Ob. 6.82 kN
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