Water flows in a wide, unfinished concrete channel as shown in the figure such that a hydraulic jump occurs at the transition of the change in slope of the channel bottom. The upstream Froude number and depth are 5.5 and 0.05 m, respectively. Uniform flow is maintained in both upstream and downstream sections. 7. Determine the upstream slope, S01 8. Determine the downstream slope, S02 Write your answers for slope after multiplying by 1000, e.g. So = 0.0022 is entered as 2.2. 901 S02

Water flows in a wide, unfinished concrete channel as shown in the figure such that a hydraulic jump occurs at the transition of the change in slope of the channel bottom. The upstream Froude number and depth are 5.5 and 0.05 m, respectively. Uniform flow is maintained in both upstream and downstream sections. 7. Determine the upstream slope, S01 8. Determine the downstream slope, S02 Write your answers for slope after multiplying by 1000, e.g. So = 0.0022 is entered as 2.2. 901 S02

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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