An engineered channel with cross section shown in Figure XX has a discharge of 150 cubic meters per second. The slope of the channel bottom is So = 0.002 and Manning's n = 0.03. Determine: 2m 4m H "I 21 Figure 2. Engineered channel cross section 15 m The normal depth in the channel • The Froude number in the channel at the normal depth. 4 m H I 1.5 6 m
An engineered channel with cross section shown in Figure XX has a discharge of 150 cubic meters per second. The slope of the channel bottom is So = 0.002 and Manning's n = 0.03. Determine: 2m 4m H "I 21 Figure 2. Engineered channel cross section 15 m The normal depth in the channel • The Froude number in the channel at the normal depth. 4 m H I 1.5 6 m
Chapter2: Loads On Structures
Section: Chapter Questions
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Transcribed Image Text:An engineered channel with cross section shown in the figure has a discharge of 150 cubic meters per second. The slope of the channel bottom is \( S_0 = 0.002 \) and Manning’s \( n = 0.03 \).
**Figure 2. Engineered Channel Cross Section**
The diagram presents a cross-sectional view of the engineered channel.
- The channel has a trapezoidal shape comprising bottom and side slopes.
- The bottom width of the channel is 15 meters.
- The left side slope extends over a horizontal distance of 2 meters and a vertical height of 4 meters, forming a 2:1 slope.
- The right side slope has a horizontal measure of 4 meters, rising to a height of 6 meters, resulting in a 1.5:1 slope.
- Side slopes are indicated as 1 horizontal to 1 vertical.
**Determine:**
- The normal depth in the channel.
- The Froude number in the channel at the normal depth.
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