Reservoir A, the source of water for towns C and D is at elevation 175m. The distribution reservoir at junction B is at elevation 100m and is 16,000m from reservoir A. Town C with population of 30,000 is at elevation 46.65m is 9,150m from junction B. Town D with population of 20,000 is at elevation 25.37m and is 6,000m from junction B. The water demand is 250 liters per capita per day. Assume f = 0.02 for all pipes, determine the diameter of pipe BC and BD. el 175m el 25.37 m D D el 100m B el 46.65m с

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Reservoir A, the source of water for towns C and D is at elevation 175m. The
distribution reservoir at junction B is at elevation 100m and is 16,000m from reservoir
A. Town C with population of 30,000 is at elevation 46.65m is 9,150m from junction B.
Town D with population of 20,000 is at elevation 25.37m and is 6,000m from junction B.
The water demand is 250 liters per capita per day. Assume f = 0.02 for all pipes,
determine the diameter of pipe BC and BD.
el 175m
F
el 25.37 m
D
el 100m
B
el 46.65m
#
с
Transcribed Image Text:Reservoir A, the source of water for towns C and D is at elevation 175m. The distribution reservoir at junction B is at elevation 100m and is 16,000m from reservoir A. Town C with population of 30,000 is at elevation 46.65m is 9,150m from junction B. Town D with population of 20,000 is at elevation 25.37m and is 6,000m from junction B. The water demand is 250 liters per capita per day. Assume f = 0.02 for all pipes, determine the diameter of pipe BC and BD. el 175m F el 25.37 m D el 100m B el 46.65m # с
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