Water flows in a rectangular channel at a depth of 1.5 m. A 30 cm high smooth bump produces a drop of 15 cm in the water surface elevation. Neglecting losses, estimate the discharge per unit width of the channel. Solution: Refer to Figure 2.18. Let suffixes 1 and 2 refer to sections upstream of the hump and on the hump respectively as indicated in the figure. Energy Line E, Y₁ 0.15 m Hump AZ = 0.30 m 2
Water flows in a rectangular channel at a depth of 1.5 m. A 30 cm high smooth bump produces a drop of 15 cm in the water surface elevation. Neglecting losses, estimate the discharge per unit width of the channel. Solution: Refer to Figure 2.18. Let suffixes 1 and 2 refer to sections upstream of the hump and on the hump respectively as indicated in the figure. Energy Line E, Y₁ 0.15 m Hump AZ = 0.30 m 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Example 2.12
Water flows in a rectangular channel at a depth of 1.5 m. A 30 cm high smooth hump produces a drop of
15 cm in the water surface elevation. Neglecting losses, estimate the discharge per unit width of the channel.
Solution: Refer to Figure 2.18. Let suffixes 1 and 2 refer to sections upstream of the
hump and on the hump respectively as indicated in the figure.
Energy Line
E, Y₁
0.15 m
V₂
Hump AZ = 0.30 m
2
×➜
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