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:
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:
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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