please answer the questions please ASAP **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.

The given data is shown below: Channel width=7.6 cmFlume slope=3%Distance between gauges=100…

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:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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