'Z Book L2 - Fig P 35 10

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Ly
Fig. P. 3.5.19
sakeses
Transcribed Image Text:-№ L2 Ly Fig. P. 3.5.19 sakeses
A pipeline 0.225 m in diameter and 1580 m long has a slope
of 1 in 200 for the first 790 m and 1 in 100 for the next
790 m. The pressure at the upper end of the pipeline is
107.91 kPa and at the lower end is 53.955 kPa. Determine
the discharge through pipe. Take friction factor, f = 0.032.
Transcribed Image Text:A pipeline 0.225 m in diameter and 1580 m long has a slope of 1 in 200 for the first 790 m and 1 in 100 for the next 790 m. The pressure at the upper end of the pipeline is 107.91 kPa and at the lower end is 53.955 kPa. Determine the discharge through pipe. Take friction factor, f = 0.032.
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