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]
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]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fad32da0c-1637-4a9e-9d21-39ce49af5493%2F193e085c-d363-43bb-b157-978604162033%2Fcwzos6f_processed.jpeg&w=3840&q=75)
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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