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Water flows from a Reservoir A (figure below) through a pipe of diameter d₁ = 120 mm and length L₁ = 120 m to a junction at D, from which a pipe of diameter d₂ = 75 mm and length L₂ = 60 m leads to Reservoir B in which the water level is 16 m below that in Reservoir A. A third pipe, of diameter d3 = 60 mm and length L3 = 40 m, leads from D to Reservoir C, in which the water level is 24 m below that in Reservoir A. Taking friction coefficient, f= 0.04 for all the pipes and neglecting all losses other than those due to friction, determine the volume rates of flow in each pipe (Notes: Use Darcy Weisbach's equation, h,= (flv²)/(2dg) Reservoir A Pipe 1 D Pipe 3 Pipe 2 Reservoir B Reservoir C

Water flows from a Reservoir A (figure below) through a pipe of diameter d₁ = 120 mm and length L₁ = 120 m to a junction at D, from which a pipe of diameter d₂ = 75 mm and length L₂ = 60 m leads to Reservoir B in which the water level is 16 m below that in Reservoir A. A third pipe, of diameter d3 = 60 mm and length L3 = 40 m, leads from D to Reservoir C, in which the water level is 24 m below that in Reservoir A. Taking friction coefficient, f= 0.04 for all the pipes and neglecting all losses other than those due to friction, determine the volume rates of flow in each pipe (Notes: Use Darcy Weisbach's equation, h,= (flv²)/(2dg) Reservoir A Pipe 1 D Pipe 3 Pipe 2 Reservoir B Reservoir C

Introduction to Chemical Engineering Thermodynamics
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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Water flows from a Reservoir A (figure below) through a pipe of diameter d₁ = 120 mm and length L₁ = 120 m to a junction at D, from which a pipe of diameter d₂ = 75 mm and length L₂ = 60 m leads to Reservoir B in which the water level is 16 m below that in Reservoir A. A third pipe, of diameter d3 = 60 mm and length L3 = 40 m, leads from D to Reservoir C, in which the water level is 24 m below that in Reservoir A. Taking friction coefficient, f= 0.04 for all the pipes and neglecting all losses other than those due to friction, determine the volume rates of flow in each pipe (Notes: Use Darcy Weisbach's equation, h = (flv²)/(2dg) Reservoir A Pipe 1 D Pipe 3 Pipe 2 Reservoir B Reservoir C
Transcribed Image Text:Water flows from a Reservoir A (figure below) through a pipe of diameter d₁ = 120 mm and length L₁ = 120 m to a junction at D, from which a pipe of diameter d₂ = 75 mm and length L₂ = 60 m leads to Reservoir B in which the water level is 16 m below that in Reservoir A. A third pipe, of diameter d3 = 60 mm and length L3 = 40 m, leads from D to Reservoir C, in which the water level is 24 m below that in Reservoir A. Taking friction coefficient, f= 0.04 for all the pipes and neglecting all losses other than those due to friction, determine the volume rates of flow in each pipe (Notes: Use Darcy Weisbach's equation, h = (flv²)/(2dg) Reservoir A Pipe 1 D Pipe 3 Pipe 2 Reservoir B Reservoir C
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