Q3: Water flows from reservoir A through pipe 1, diameter d,L=100 m, to junction D from which the two pipes leave, pipe 2, diameterd2=75mm, length L2-50 m goes to reservoir B, and pipe 3, diameter d;-60 mm,length L3=30 m goes to reservoir C. Reservoir B is 12 m below reservoir A, andreservoir C is 20 m below reservoir A. All pipes have f 0.01. Calculate the headat junction D required to achieve direct flow from this junction to reservoir B.= 120 mm, length

The flow from A to D and from D to C and the other pipe D to b za=24; zb=16 and zc=0For flow A to…

Q3: Water flows from reservoir A through pipe 1, diameter d, = 120 mm, length L=100 m, to junction D from which the two pipes leave, pipe 2, diameter dz=75mm, length L2-50 m goes to reservoir B, and pipe 3, diameter d;-60 mm, length L;=30 m goes to reservoir C. Reservoir B is 12 m below reservoir A, and reservoir C is 20 m below reservoir A. All pipes have f=0.01. Calculate the head at junction D required to achieve direct flow from this junction to reservoir B. %3D

Q3: Water flows from reservoir A through pipe 1, diameter d, = 120 mm, length L=100 m, to junction D from which the two pipes leave, pipe 2, diameter dz=75mm, length L2-50 m goes to reservoir B, and pipe 3, diameter d;-60 mm, length L;=30 m goes to reservoir C. Reservoir B is 12 m below reservoir A, and reservoir C is 20 m below reservoir A. All pipes have f=0.01. Calculate the head at junction D required to achieve direct flow from this junction to reservoir B. %3D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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