a) Two reservoirs are connected by a pipeline which is 150mm in diameter for the first 6m and 225mm in diameter for the remaining 15m. The entrance and exit are sharp and the change of section is sudden. The water surface in the upper reservoir is 6m above that in the lower. The friction factor, lambda for both pipes is λ = 0.04. i) Sketch the system and show the hydraulic gradient and total energy gradient. ii) Tabulate the head losses that occur, describing each loss including the coefficient of loss. iii) Calculate the rate of flow in m³/s.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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a) Two reservoirs are connected by a pipeline which is 150mm in diameter for
the first 6m and 225mm in diameter for the remaining 15m. The entrance and
exit are sharp and the change of section is sudden. The water surface in the
upper reservoir is 6m above that in the lower. The friction factor, lambda for
both pipes is λ = 0.04.
i) Sketch the system and show the hydraulic gradient and total energy
gradient.
ii) Tabulate the head losses that occur, describing each loss including the
coefficient of loss.
iii) Calculate the rate of flow in m³/s.
Transcribed Image Text:a) Two reservoirs are connected by a pipeline which is 150mm in diameter for the first 6m and 225mm in diameter for the remaining 15m. The entrance and exit are sharp and the change of section is sudden. The water surface in the upper reservoir is 6m above that in the lower. The friction factor, lambda for both pipes is λ = 0.04. i) Sketch the system and show the hydraulic gradient and total energy gradient. ii) Tabulate the head losses that occur, describing each loss including the coefficient of loss. iii) Calculate the rate of flow in m³/s.
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