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A 300 mm diameter cast-iron pipe of 1000 m length delivers water from an upper reservoir to a lower reservoir. The difference in water levels of the two reservoirs is 30m. Determine the discharge through the pipe. Consider entrance and exit losses and the water to be at 10 degrees C. Take roughness height, e=0.24 mm. Klentrance)=0.5 and K(exit)=1

A 300 mm diameter cast-iron pipe of 1000 m length delivers water from an upper reservoir to a lower reservoir. The difference in water levels of the two reservoirs is 30m. Determine the discharge through the pipe. Consider entrance and exit losses and the water to be at 10 degrees C. Take roughness height, e=0.24 mm. Klentrance)=0.5 and K(exit)=1

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 300 mm diameter cast-iron pipe of 1000 m length delivers water from an upper reservoir to a lower reservoir. The difference in water levels of the two reservoirs is 30m. Determine the discharge through the pipe. Consider entrance and exit losses and the water to be at 10 degrees C. Take roughness height, e=0.24 mm. Klentrance)=0.5 and K(exit)=1.
Transcribed Image Text:A 300 mm diameter cast-iron pipe of 1000 m length delivers water from an upper reservoir to a lower reservoir. The difference in water levels of the two reservoirs is 30m. Determine the discharge through the pipe. Consider entrance and exit losses and the water to be at 10 degrees C. Take roughness height, e=0.24 mm. Klentrance)=0.5 and K(exit)=1.
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