Main Pipe :35 m, 90 deg bent Community B Community A 30 m 25 m Pump Pump ym 10 m 10 m Fig .2: Communities' level relative to the channel bed pipe system

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design a main pipe to convey water from the channel to each of these facilities using Darcy Weisbach method for head loss calculation. Knowing that the pipe is made of galvanized iron assuming a 90 deg bent pipe system. (Include minor losses when calculating the head loss). For pipe in the follwing figure.

Velocity = 1.235 m/s , Discharge through the pipeline, Q=45 m3/s (at 20°C)

Main Pipe :35 m, 90 deg bent
Community B
Community A
30 m
25 m
Pump
Pump
ym
10 m
10 m
Fig .2: Communities' level relative to the channel bed pipe system
Transcribed Image Text:Main Pipe :35 m, 90 deg bent Community B Community A 30 m 25 m Pump Pump ym 10 m 10 m Fig .2: Communities' level relative to the channel bed pipe system
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