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PROBLEM: A new 450 mm cast-iron pipe 600 m long carries 0.25 m /s, from reservoir A, discharging into two new cast-iron pipes each 450 m long. One pipe is 300 mm in diameter and leads to reservoir B, in which the water level is 4.5 m lower than that in A. If the water surface in reser- voir C is 6 m lower than that in A, determine the diameter of the pipe leading to C. (f = 0,02 for all pipes). hf 4.5m L- Goom D= 450 mm 6m Q- 0,25 m% hf L-450m D= 300 mm Solution: 0.0826 fLQ L-460 m DS

PROBLEM: A new 450 mm cast-iron pipe 600 m long carries 0.25 m /s, from reservoir A, discharging into two new cast-iron pipes each 450 m long. One pipe is 300 mm in diameter and leads to reservoir B, in which the water level is 4.5 m lower than that in A. If the water surface in reser- voir C is 6 m lower than that in A, determine the diameter of the pipe leading to C. (f = 0,02 for all pipes). hf 4.5m L- Goom D= 450 mm 6m Q- 0,25 m% hf L-450m D= 300 mm Solution: 0.0826 fLQ L-460 m DS

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 new 450 mm cast-iron pipe 600 m long carries 0.25 m /s, from reservoir A, discharging into two new cast-iron pipes each 450 m long. One pipe is 300 mm in diameter and leads to reservoir B, in which the water level is 4.5 m lower than that in A. If the water surface in reser- voir C is 6 m lower than that in A, determine the diameter of the pipe leading to C. (f= 0.02 for all pipes). hf 4.5m L- GOom D= 450 mm 6m Q-025 ms hfg L- 450m D= 300 mm Solution: 0.0826 fLQ he L-450 m D ? DS
Transcribed Image Text:PROBLEM: A new 450 mm cast-iron pipe 600 m long carries 0.25 m /s, from reservoir A, discharging into two new cast-iron pipes each 450 m long. One pipe is 300 mm in diameter and leads to reservoir B, in which the water level is 4.5 m lower than that in A. If the water surface in reser- voir C is 6 m lower than that in A, determine the diameter of the pipe leading to C. (f= 0.02 for all pipes). hf 4.5m L- GOom D= 450 mm 6m Q-025 ms hfg L- 450m D= 300 mm Solution: 0.0826 fLQ he L-450 m D ? DS
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