To control the flow rate of water in the open channel, a sluice gate is constructed that resulted to flow depths of 0.9 m and 0.25 m upstream and downstream from the gate, respectively. Determine the downstream Froude number assuming the flow is steady, frictional effects are negligible and channel is horizontal. A. 7.44 B. 9.81 C. 3.718 D. 2.37 E. None of the above

To control the flow rate of water in the open channel, a sluice gate is constructed that resulted to flow depths of 0.9 m and 0.25 m upstream and downstream from the gate, respectively. Determine the downstream Froude number assuming the flow is steady, frictional effects are negligible and channel is horizontal. A. 7.44 B. 9.81 C. 3.718 D. 2.37 E. None of the above

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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