EXAMPLE 10.5. A pump delivers 2.5 cfs of 70°F water from a reservoir at elevation 50-ft to a reservoir a elevation 150-ft. There is 1000-ft of 8-inches commercial steel (f=0.020) suction pipe from the lowe reservoir to the pump and 2000-ft of 6-inches commercial steel (f=0.020) discharge pipe from the pump to the upper reservoir. Neglect minor losses. Calculate the head developed by the pump. 150 ft 6" @ 2000ft A P 50 ft B 8" @ 1000ft
EXAMPLE 10.5. A pump delivers 2.5 cfs of 70°F water from a reservoir at elevation 50-ft to a reservoir a elevation 150-ft. There is 1000-ft of 8-inches commercial steel (f=0.020) suction pipe from the lowe reservoir to the pump and 2000-ft of 6-inches commercial steel (f=0.020) discharge pipe from the pump to the upper reservoir. Neglect minor losses. Calculate the head developed by the pump. 150 ft 6" @ 2000ft A P 50 ft B 8" @ 1000ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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