Reservoir, 8,450 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. Determine the discharge to City B in cubic feet per day 2. Determine the dischargw to City A in cubic feet per day 3. Determine the discharge from the reservoir
Reservoir,
8,450 ft
City A
8,250 ft
5,000 ft
24 in.
5,000 ft
City B
8,200 ft
18 in.
36 in.
5,000 ft
Problem Diagram
Refer to the diagram above:
ɛ = 0.00085 ft
Pressure at receiving end for each city = 60 psi
Note: use f
D
Transcribed Image Text:Reservoir, 8,450 ft City A 8,250 ft 5,000 ft 24 in. 5,000 ft City B 8,200 ft 18 in. 36 in. 5,000 ft Problem Diagram Refer to the diagram above: ɛ = 0.00085 ft Pressure at receiving end for each city = 60 psi Note: use f D
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