Water flows in a rectangular channel of 2 m width, a slope of 0.001, Manning's coefficient of 0.012. The discharge of the flow is 4.8 m/s. A hydraulic jump forms after the sluice gate. The flow is uniform after the hydraulic jump. Determine; a) The depth (y1) before the hydraulic jump. b) The headloss through the hydraulic jump. VI

Water flows in a rectangular channel of 2 m width, a slope of 0.001, Manning's coefficient of 0.012. The discharge of the flow is 4.8 m/s. A hydraulic jump forms after the sluice gate. The flow is uniform after the hydraulic jump. Determine; a) The depth (y1) before the hydraulic jump. b) The headloss through the hydraulic jump. VI

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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