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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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)
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