Water is flowing at 0.020 m/s at steady-state through a reducing 90-degree bend in the horizontal (r-y) plane. The diameters at the inlet and outlet are 0.050m and 0.030m, respectively, and the pressure at the outlet is 1.0 atm absolute. Neglect frictional forces. 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. 1,a um abs Q= 0,0Z mYs Vに = lo.19n/s Ai Vaこ A = 2 8.29m/s P=atn G use Brenmly to Sulve For P.) one
Water is flowing at 0.020 m/s at steady-state through a reducing 90-degree bend in the horizontal (r-y) plane. The diameters at the inlet and outlet are 0.050m and 0.030m, respectively, and the pressure at the outlet is 1.0 atm absolute. Neglect frictional forces. 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. 1,a um abs Q= 0,0Z mYs Vに = lo.19n/s Ai Vaこ A = 2 8.29m/s P=atn G use Brenmly to Sulve For P.) one
Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Chapter1: Introduction
Section: Chapter Questions
Problem 1.1P
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Transcribed Image Text:Water is flowing at 0.020 m/s at steady-state through a reducing 90-degree bend in the horizontal (r-y)
plane. The diameters at the inlet and outlet are 0.050m and 0.030m, respectively, and the pressure at the
outlet is 1.0 atm absolute. Neglect frictional forces. 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.
1,a um abs
Q= 0,0Z mYs
Vに
= lo.19n/s
Ai
Vaこ
A = 2 8.29m/s
P=atn
G use Brenmly to Sulve For P.)
one
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