Reservoir A is the source of water supply is at elevation 180 m., B is the junction at elevation 120 m. Town C has a population of 20000 inhabitants is at elevation 60 m. Town D has a population of 24000 inhabitants is at elevation 45 m. The consumption is 190 liters per capita per day. Neglect all losses except from friction. For the pipes, friction factor f = 0.02.
Reservoir A is the source of water supply is at elevation 180 m., B is the junction at elevation 120 m. Town C has a population of 20000 inhabitants is at elevation 60 m. Town D has a population of 24000 inhabitants is at elevation 45 m. The consumption is 190 liters per capita per day. Neglect all losses except from friction. For the pipes, friction factor f = 0.02.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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