4 For a rectangular channel, if the Froude number = 1.5 and the initial depth=0.8 m, the depth after hydraulic jump occurs is: 5 At the exit flow under a sluice gate the depth of flow was 0.5 m, if y2=1.5 m, calculate the head loss across the jump. T 2 m 0.55 m 1.5 m 0.33 m 1 m 0.44 m 2.5 m 0.66 m
4 For a rectangular channel, if the Froude number = 1.5 and the initial depth=0.8 m, the depth after hydraulic jump occurs is: 5 At the exit flow under a sluice gate the depth of flow was 0.5 m, if y2=1.5 m, calculate the head loss across the jump. T 2 m 0.55 m 1.5 m 0.33 m 1 m 0.44 m 2.5 m 0.66 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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