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Water at 20°C and a steady-state rate of Q = 0.050 m/s is flowing through a reducing pipe bend that changes the direction by 120° in the horizontal plane. The upstream diameter is Dj = 0.2112 m and the downstream diameter is D2 = 0.0762 m. The upstream pressure is P1 = 68,940 Pa gage while the down stream pressure is P2 = 10,018 Pa gage. Calculate the components of the force in the x-y plane to hold the pipe bend stationary. Also, determine the magnitude and direction of the force in the horizontal plane.

Water at 20°C and a steady-state rate of Q = 0.050 m/s is flowing through a reducing pipe bend that changes the direction by 120° in the horizontal plane. The upstream diameter is Dj = 0.2112 m and the downstream diameter is D2 = 0.0762 m. The upstream pressure is P1 = 68,940 Pa gage while the down stream pressure is P2 = 10,018 Pa gage. Calculate the components of the force in the x-y plane to hold the pipe bend stationary. Also, determine the magnitude and direction of the force in the horizontal plane.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Water at 20°C and a steady-state rate of Q = 0.050 m/s is flowing through a reducing pipe bend that changes the direction by 120° in the horizontal plane. The upstream diameter is Dj = 0.2112 m and the downstream diameter is D2 = 0.0762 m. The upstream pressure is P1 = 68,940 Pa gage while the down stream pressure is P2 = 10,018 Pa gage. Calculate the components of the force in the x-y plane to hold the pipe bend stationary. Also, determine the magnitude and direction of the force in the horizontal plane.
Transcribed Image Text:Water at 20°C and a steady-state rate of Q = 0.050 m/s is flowing through a reducing pipe bend that changes the direction by 120° in the horizontal plane. The upstream diameter is Dj = 0.2112 m and the downstream diameter is D2 = 0.0762 m. The upstream pressure is P1 = 68,940 Pa gage while the down stream pressure is P2 = 10,018 Pa gage. Calculate the components of the force in the x-y plane to hold the pipe bend stationary. Also, determine the magnitude and direction of the force in the horizontal plane.
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