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Water in a rectangular, finished-concrete channel, n = 0.012 overflows a dam, as shown in the figure below, and goes into a stilling basin at which there is a hydraulic jump. If the channel is of width 7.5m, has a slope 0.0065, and carries 21.5 cumec, calculate the depth y at O and the depth y2 at the hydraulic jump. Figure 2: a). Y = 12.11m; yl= 0.44m ; y2 = 4.45m Junmp b). Y = 10.10m ; yl=0.35m ; y2 = 3.41m c). Y = 8.88m ; yl= 0.24m ; y2 = 2.51m 8m d). Y = 7.76m ; yl= 0.18m ; y2 = 1.88m 135m

Water in a rectangular, finished-concrete channel, n = 0.012 overflows a dam, as shown in the figure below, and goes into a stilling basin at which there is a hydraulic jump. If the channel is of width 7.5m, has a slope 0.0065, and carries 21.5 cumec, calculate the depth y at O and the depth y2 at the hydraulic jump. Figure 2: a). Y = 12.11m; yl= 0.44m ; y2 = 4.45m Junmp b). Y = 10.10m ; yl=0.35m ; y2 = 3.41m c). Y = 8.88m ; yl= 0.24m ; y2 = 2.51m 8m d). Y = 7.76m ; yl= 0.18m ; y2 = 1.88m 135m

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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Water in a rectangular, finished-concrete channel, n = 0.012 overflows a dam, as shown in the figure below, and goes into a stilling basin at which there is a hydraulic jump. If the channel is of width 7.5m, has a slope 0.0065, and carries 21.5 cumec, calculate the depth y at O and the depth y2 at the hydraulic jump. Figure 2: a). Y = 12.11m; yl= 0.44m ; y2 = 4.45m Jump b). Y = 10.10m ; yl=0.35m ; y2 = 3.4lm c). Y = 8.88m ; yl= 0.24m ; y2 = 2.51m 8m d). Y = 7.76m ; yl= 0.18m ; y2 = 1.88m 135 m Solution:
Transcribed Image Text:Water in a rectangular, finished-concrete channel, n = 0.012 overflows a dam, as shown in the figure below, and goes into a stilling basin at which there is a hydraulic jump. If the channel is of width 7.5m, has a slope 0.0065, and carries 21.5 cumec, calculate the depth y at O and the depth y2 at the hydraulic jump. Figure 2: a). Y = 12.11m; yl= 0.44m ; y2 = 4.45m Jump b). Y = 10.10m ; yl=0.35m ; y2 = 3.4lm c). Y = 8.88m ; yl= 0.24m ; y2 = 2.51m 8m d). Y = 7.76m ; yl= 0.18m ; y2 = 1.88m 135 m Solution:
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