Reservoir A, the source of water for towns C and D is at elevation 150 m. The distribution reservoir at junction B is at elevation 91.46 m and is 15,200 m from reservoir A. Town C with population 25,000 is at elevation 30.49 m and 9,150 m from junction B. Town D with population 30,000 is at elevation 15.49 m and 6,100 m from junction B. The water demand is 150 liters per capita per day. Assume f = 0.02 for all pipes. a. Calculate the required diameter of pipe AB in meter. b. Calculate the required diameter of pipe BC in meter. c. Calculate the required diameter of pipe BD in meter.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Reservoir A, the source of water for towns C and D is at elevation 150 m. The distribution reservoir at junction B is at elevation 91.46 m and is 15,200 m from reservoir A. Town C with population 25,000 is at elevation 30.49 m and 9,150 m from junction B. Town D with population 30,000 is at elevation 15.49 m and 6,100 m from junction B. The water demand is 150 liters per capita per day. Assume f = 0.02 for all pipes.
a. Calculate the required diameter of pipe AB in meter.
b. Calculate the required diameter of pipe BC in meter.
c. Calculate the required diameter of pipe BD in meter.

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