Part 3 – Hydraulic Jump and Critical Depth –- C4 Flume Channel width = 7.6_cm Flume Slope =3_% Dist. betw. gauges = 100_cm Q V, V2 Jump Condition Computed HJ % loss based on Upstream Energy y1 y2 Z1 Z2 (cm) (cm) (cm) (cm/ sec) (cm/ sec) (cm) (cm/ sec) (cm) Direct 1.59 11 1570 Computed ye = Calculations: Sketch jump:

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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**Part 3 – Hydraulic Jump and Critical Depth – C4 Flume**

Channel width = 7.6 cm  
Flume Slope = 3%  
Dist. betw. gauges = 100 cm  

| Jump Condition | y₁ (cm) | y₂ (cm) | z₁ (cm) | z₂ (cm) | Q (cm³/sec) | V₁ (cm/sec) | V₂ (cm/sec) | Computed Hⱼ (cm) | % loss based on Upstream Energy |
|----------------|---------|---------|---------|---------|-------------|-------------|-------------|-------------------|---------------------------------|
| Direct         | 1.59    | 11      | 3       | 0       | 1570        |             |             |                   |                                 |

Computed yᵉ =

Calculations:

Sketch jump: 

---

**Explanation of Graphs/Diagrams:**

There are no graphs or diagrams present in the image. The image is a table with various parameters related to hydraulic jumps in a C4 Flume setting. There are empty spaces for calculations and sketching, indicating areas for further work or input.
Transcribed Image Text:**Part 3 – Hydraulic Jump and Critical Depth – C4 Flume** Channel width = 7.6 cm Flume Slope = 3% Dist. betw. gauges = 100 cm | Jump Condition | y₁ (cm) | y₂ (cm) | z₁ (cm) | z₂ (cm) | Q (cm³/sec) | V₁ (cm/sec) | V₂ (cm/sec) | Computed Hⱼ (cm) | % loss based on Upstream Energy | |----------------|---------|---------|---------|---------|-------------|-------------|-------------|-------------------|---------------------------------| | Direct | 1.59 | 11 | 3 | 0 | 1570 | | | | | Computed yᵉ = Calculations: Sketch jump: --- **Explanation of Graphs/Diagrams:** There are no graphs or diagrams present in the image. The image is a table with various parameters related to hydraulic jumps in a C4 Flume setting. There are empty spaces for calculations and sketching, indicating areas for further work or input.
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