3. A hydraulic jump is to be formed in a channel carrying a discharge of 0.8 m³/s/m width of channel with a depth of flow of 0.25 m. Calculate the depth required downstream to create the jump. [0.61 m]

Structural Analysis
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Chapter2: Loads On Structures
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2000. If the Manning's n value is 0.015, calculate the discharge.
Try calculating the
[0.94m'/s].
discharge using the Chezy equation with C = 70.
3. A hydraulic jump is to be formed in a channel carrying a discharge of 0.8 m'/s/m width
of channel with a depth of flow of 0.25 m. Calculate the depth required downstream to
[0.61 m]
create the jump.
Transcribed Image Text:2000. If the Manning's n value is 0.015, calculate the discharge. Try calculating the [0.94m'/s]. discharge using the Chezy equation with C = 70. 3. A hydraulic jump is to be formed in a channel carrying a discharge of 0.8 m'/s/m width of channel with a depth of flow of 0.25 m. Calculate the depth required downstream to [0.61 m] create the jump.
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