a. Determine the discharge to City A in cubic feet per day.b. Determine the discharge from the reservoir.c. Determine the discharge to City B in cubic feet per day. Reservoir,8,450 ftCity A8,250 ft5,000 ft24 inCity B8,200 ft5,000 ft18 in.36 in.5,000 ftProblem DiagramRefer to the diagram above:E = 0.00085 ftPressure at receiving end for each city = 60 psiNote: use f=

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Answered: Reservoir, 8,450 ft City A 8,250 ft…

Engineering

Civil Engineering

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

a. Determine the discharge to City A in cubic feet per day. b. Determine the discharge from the reservoir. c. Determine the discharge to City B in cubic feet per day.

Reservoir,
8,450 ft
City A
8,250 ft
5,000 ft
24 in
City B
8,200 ft
5,000 ft
18 in.
36 in.
5,000 ft
Problem Diagram
Refer to the diagram above:
E = 0.00085 ft
Pressure at receiving end for each city = 60 psi
Note: use f=

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