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A-1200 mm concrete pipe 1800 m long carries 1.35 m³ /s from reservoir A, discharging into two concrete pipes each 1350 m lone and 750 mm in diameter, One of the 750 mm pipes discharges into reservoir B, in which the water surface is 6 m lower than that in A. Determine the elevation of the water surface in reservoir C, into which the other 750 mm pipe discharges. Assume f= 0.02. hf L- 1800m D. 1200

A-1200 mm concrete pipe 1800 m long carries 1.35 m³ /s from reservoir A, discharging into two concrete pipes each 1350 m lone and 750 mm in diameter, One of the 750 mm pipes discharges into reservoir B, in which the water surface is 6 m lower than that in A. Determine the elevation of the water surface in reservoir C, into which the other 750 mm pipe discharges. Assume f= 0.02. hf L- 1800m D. 1200

Structural Analysis
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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PROBLEM: A-1200 mm concrete pipe 1800 m long carries 1.35 m3 /s from reservoir A, discharging into two concrete pipes each 1350 m lone and 750 mm in diameter. One of the 750 mm pipes discharges into reservoir B, in which the water surface is 6 m lower than that in A. Determine the elevation of the water surface in reservoir C, into which the other 750 mm pipe discharges. Assume f = 0.02. H. L- 1800m D• 1200 hfg 9,-1,35 m L-1350 m D-150 mm 2. Solution: 0.0826 fLQ L= 1350 m D= 750 mm DS
Transcribed Image Text:PROBLEM: A-1200 mm concrete pipe 1800 m long carries 1.35 m3 /s from reservoir A, discharging into two concrete pipes each 1350 m lone and 750 mm in diameter. One of the 750 mm pipes discharges into reservoir B, in which the water surface is 6 m lower than that in A. Determine the elevation of the water surface in reservoir C, into which the other 750 mm pipe discharges. Assume f = 0.02. H. L- 1800m D• 1200 hfg 9,-1,35 m L-1350 m D-150 mm 2. Solution: 0.0826 fLQ L= 1350 m D= 750 mm DS
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