A rectangular open channel, with a constant discharge of 32m3/s32, has a smooth expansion from (1) to (2) as shown in figure Q2 in the flow direction. At (1) the channel is 3.6m wide and the water depth is 2.4m. At (2) the water depth is 0.8m. After the expansion, the channel width remains constant. Explain what engineering techniques you could use in order for the flow to change regime at a point downstream of (2).

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A rectangular open channel, with a constant discharge of 32m3/s32, has a smooth expansion from (1) to (2) as shown in figure Q2 in the flow direction. At (1) the channel is 3.6m wide and the water depth is 2.4m. At (2) the water depth is 0.8m.

After the expansion, the channel width remains constant. Explain what engineering techniques you could use in order for the flow to change regime at a point downstream of (2).

|(1)
|(2)
Figure Q2 (Plan view)
Transcribed Image Text:|(1) |(2) Figure Q2 (Plan view)
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