2)Pipe A,600mm in diameter and 3000m long draws water from reservoir "A" with water surface elevation of 120m.At the end of pipe A,it branches into pipes B (450mm in diameter and 600m long )and C (300mm in diameter and 300m long).Pipe B leads to reservoir "B" with water surface elevation of 112m. Pipe C discharges freely into air. Neglecting losses due to change in sections,bends and using a friction factor of f=0.02 for all pipes,determine the elevation of the discharge end of pipe C when the flow through pipe A is 415 L/sec.

2)Pipe A,600mm in diameter and 3000m long draws water from reservoir "A" with water surface elevation of 120m.At the end of pipe A,it branches into pipes B (450mm in diameter and 600m long )and C (300mm in diameter and 300m long).Pipe B leads to reservoir "B" with water surface elevation of 112m. Pipe C discharges freely into air. Neglecting losses due to change in sections,bends and using a friction factor of f=0.02 for all pipes,determine the elevation of the discharge end of pipe C when the flow through pipe A is 415 L/sec.

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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