fuði- þir. - A hydraulic jump occurs in a 6 m wide rectangular channel at initial flow depth of 0.50 m. The discharge through the channel is 20 + (0.1* last two digits of your student ID) m³/s. If the Jump is type C with angle [10 + (0.01* last two digits of your student ID)] degree, determine the i) downstream (sequent depth) after the jump and ii) energy loss of the jump.
fuði- þir. - A hydraulic jump occurs in a 6 m wide rectangular channel at initial flow depth of 0.50 m. The discharge through the channel is 20 + (0.1* last two digits of your student ID) m³/s. If the Jump is type C with angle [10 + (0.01* last two digits of your student ID)] degree, determine the i) downstream (sequent depth) after the jump and ii) energy loss of the jump.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![m
mel are lined with
fuði- vis
A hydraulic jump occurs in a 6 m wide rectangular channel at initial flow depth of 0.50 m.
The discharge through the channel is 20 + (0.1* last two digits of your student ID) m³/s. If
the Jump is type C with angle [10 + (0.01* last two digits of your student ID)] degree,
determine the i) downstream (sequent depth) after the jump and ii) energy loss of the jump.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6ed10701-11d4-4f91-a002-bcccc493de78%2Ff44263af-a654-4615-a2a5-3c8a95496688%2F8cfvpbm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:m
mel are lined with
fuði- vis
A hydraulic jump occurs in a 6 m wide rectangular channel at initial flow depth of 0.50 m.
The discharge through the channel is 20 + (0.1* last two digits of your student ID) m³/s. If
the Jump is type C with angle [10 + (0.01* last two digits of your student ID)] degree,
determine the i) downstream (sequent depth) after the jump and ii) energy loss of the jump.
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