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?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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?
Transcribed Image Text: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?
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