1. Water at 20°C and a steady-state rate of Q = 0.050 m³/s is flowing through a reducing pipe bend that changes the direction by 120° in the horizontal plane. The upstream diameter is DI = 0.2112 m and the downstream diameter is D2 = 0.0762 m. The upstream pressure is PI = 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. %3D
1. Water at 20°C and a steady-state rate of Q = 0.050 m³/s is flowing through a reducing pipe bend that changes the direction by 120° in the horizontal plane. The upstream diameter is DI = 0.2112 m and the downstream diameter is D2 = 0.0762 m. The upstream pressure is PI = 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. %3D
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:1. Water at 20°C and a steady-state rate of Q = 0.050 m³/s is flowing through a reducing pipe
bend that changes the direction by 120° in the horizontal plane. The upstream diameter is
DI = 0.2112 m and the downstream diameter is D2 = 0.0762 m. The upstream pressure is
PI = 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.
%3D
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