2. Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P. Reservoir A is at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at elevation 60 m. The properties of each pipe are as follows: Pipe 1: L = 5000 m, D = 300 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Three reservoirs A, B, and C are connected respectively
with pipes 1, 2, and 3 joining at a common junction P.
Reservoir A is at elevation 80 m, reservoir B at
elevation 70 m and reservoir C is at elevation 60 m.
The properties of each pipe are as follows:
Pipe 1: L = 5000 m, D = 300 mm
Pipe 2: L = 4000 m, D = 250 mm
Pipe 3: L = 3500 m
%3D
The flow from reservoir A to junction P is 0.045 m3/s
and f for all pipes is 0.018.
(a) Find the elevation of the energy grade line at P in m
(b) Determine the flow on pipe 2 in m3/s
(c) Compute the diameter appropriate for pipe 3 in mm
Transcribed Image Text:2. Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P. Reservoir A is at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at elevation 60 m. The properties of each pipe are as follows: Pipe 1: L = 5000 m, D = 300 mm Pipe 2: L = 4000 m, D = 250 mm Pipe 3: L = 3500 m %3D The flow from reservoir A to junction P is 0.045 m3/s and f for all pipes is 0.018. (a) Find the elevation of the energy grade line at P in m (b) Determine the flow on pipe 2 in m3/s (c) Compute the diameter appropriate for pipe 3 in mm
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