Pipe 1: Length 1000 m; . O=900 mm; n -0.011 Pipe 2: Length = 650 m; 0=450 mm; n=0.011 Pipe 3: Length = 750 m;0=600 mm; n = 0.011 Pipe 4: Length 460 m; O=750 mm; n = 0.011

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Still considering the figure, what is the discharge in each pipe if the expected head loss is 5.5 meters?(PLEASE INCLUDE COMPLETE SOLUTION)
Pipe 1: Length = 1000 m;
Ⓒ = 900 mm; n =0.011
Pipe 2: Length = 650 m; 0= 450 mm; n = 0.011
Pipe 3: Length = 750 m; Ⓒ = 600 mm; n = 0.011
Pipe 4: Length = 460 m;
Ⓒ-750 mm; n = 0.011
Transcribed Image Text:Pipe 1: Length = 1000 m; Ⓒ = 900 mm; n =0.011 Pipe 2: Length = 650 m; 0= 450 mm; n = 0.011 Pipe 3: Length = 750 m; Ⓒ = 600 mm; n = 0.011 Pipe 4: Length = 460 m; Ⓒ-750 mm; n = 0.011
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