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150 km in length transmits a flow of 4.5 m3/s from a shoreline intake on Shoal Lake (Lake of the Woods system) to a distribution reservoir in the City of Winnipeg. Use the Manning’s equation to calculate the minimum-size pipe required to transport the required flow. The maximum allowable head loss from the Lake to the reservoir is 98 m. Assume that entrance and exit losses are negligible and n = 0.013. Explain why the Manning’s equation is used in this case.

150 km in length transmits a flow of 4.5 m3/s from a shoreline intake on Shoal Lake (Lake of the Woods system) to a distribution reservoir in the City of Winnipeg. Use the Manning’s equation to calculate the minimum-size pipe required to transport the required flow. The maximum allowable head loss from the Lake to the reservoir is 98 m. Assume that entrance and exit losses are negligible and n = 0.013. Explain why the Manning’s equation is used in this case.

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 circular reinforced concrete grade aqueduct 150 km in length transmits a flow of 4.5 m3/s from a shoreline intake on Shoal Lake (Lake of the Woods system) to a distribution reservoir in the City of Winnipeg. Use the Manning’s equation to calculate the minimum-size pipe required to transport the required flow. The maximum allowable head loss from the Lake to the reservoir is 98 m. Assume that entrance and exit losses are negligible and n = 0.013. Explain why the Manning’s equation is used in this case.

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