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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![**Hydraulic Jump Analysis in a Rectangular Channel**
A hydraulic jump occurs in a rectangular channel that is 6 meters wide. The initial flow depth is 0.50 meters. The discharge through the channel is calculated using the formula:
\[ \text{Discharge} = 20 + (0.1 \times \text{last two digits of your student ID}) \, \text{m}^3/\text{s}. \]
If the jump is type C with an angle calculated as:
\[ \text{Angle} = 10 + (0.01 \times \text{last two digits of your student ID}) \, \text{degree}, \]
determine the following:
i) **Downstream (Sequent) Depth:** Calculate the depth of water after the jump.
ii) **Energy Loss of the Jump:** Determine the energy dissipated as a result of the jump.
**Note:** Substitute the specific numerical values based on your student ID to compute the actual discharge and angle values. This exercise will help in understanding the application of hydraulic jumps in engineering contexts.](/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:**Hydraulic Jump Analysis in a Rectangular Channel**
A hydraulic jump occurs in a rectangular channel that is 6 meters wide. The initial flow depth is 0.50 meters. The discharge through the channel is calculated using the formula:
\[ \text{Discharge} = 20 + (0.1 \times \text{last two digits of your student ID}) \, \text{m}^3/\text{s}. \]
If the jump is type C with an angle calculated as:
\[ \text{Angle} = 10 + (0.01 \times \text{last two digits of your student ID}) \, \text{degree}, \]
determine the following:
i) **Downstream (Sequent) Depth:** Calculate the depth of water after the jump.
ii) **Energy Loss of the Jump:** Determine the energy dissipated as a result of the jump.
**Note:** Substitute the specific numerical values based on your student ID to compute the actual discharge and angle values. This exercise will help in understanding the application of hydraulic jumps in engineering contexts.
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