Two reservoirs are connected through a 900 m long, 0.5 m diameter pipe, which has a gate valve. The pipe entrance is sharp (loss coefficient = 0.5) and the valve is half-open (loss coefficient = 5.5). The head difference between the two reservoir is 10 m. Assume the friction factor for the pipe as 0.03 and g = 10 m/s2. The discharge in pipe accounting for all minor and major losses is?
Two reservoirs are connected through a 900 m long, 0.5 m diameter pipe, which has a gate valve. The pipe entrance is sharp (loss coefficient = 0.5) and the valve is half-open (loss coefficient = 5.5). The head difference between the two reservoir is 10 m. Assume the friction factor for the pipe as 0.03 and g = 10 m/s2. The discharge in pipe accounting for all minor and major losses is?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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