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A discharge of 16 cumecs flows in a 4 m wide rectangular channel at a flow depth of 2 m. At a section, a smooth hump of height Az is placed. Plot the variation of the upstream depth and the depth at the hump for Az ranging from 0 to 1 m. Repeat the process if the upstream flow occurs at the alternate depth of 0.75 m. (A graph can be plotted on your answer-sheet with manual scale)?
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A discharge of 16 cumecs flows in a 4 m wide rectangular channel at a ...
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Upstream Depth and Depth at Hump Variation
- Given Data:
- Discharge = 16 cumecs
- Channel width = 4 m
- Flow depth = 2 m
- Explanation:
- Using the discharge and channel width, the velocity of flow can be calculated.
- Using the velocity and flow depth, the Froude number can be determined.
- The Froude number will help in analyzing the flow characteristics over the hump.
- Variation for Az ranging from 0 to 1 m:
- For Az = 0, the flow depth at the hump will be the same as the upstream depth.
- As Az increases, the flow depth at the hump will also increase due to the obstruction created by the hump.
- Alternate Upstream Depth of 0.75 m:
- Repeat the above process considering the alternate upstream flow depth of 0.75 m.
- Analyze the variation of the upstream depth and depth at the hump for different values of Az.
- Graphical Representation:
- Plot the variation of upstream depth and depth at the hump on a graph with Az on the x-axis and depth on the y-axis.
- Use manual scale to represent the data accurately.
- The graph will show how the flow depth changes at the hump for different obstruction heights (Az) and upstream flow depths.
By following these steps, the variation of the upstream depth and depth at the hump for different values of Az can be analyzed and represented graphically for better understanding of the flow behavior in the channel.
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A discharge of 16 cumecs flows in a 4 m wide rectangular channel at a flow depth of 2 m. At a section, a smooth hump of height Az is placed. Plot the variation of the upstream depth and the depth at the hump for Az ranging from 0 to 1 m. Repeat the process if the upstream flow occurs at the alternate depth of 0.75 m. (A graph can be plotted on your answer-sheet with manual scale)?
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A discharge of 16 cumecs flows in a 4 m wide rectangular channel at a flow depth of 2 m. At a section, a smooth hump of height Az is placed. Plot the variation of the upstream depth and the depth at the hump for Az ranging from 0 to 1 m. Repeat the process if the upstream flow occurs at the alternate depth of 0.75 m. (A graph can be plotted on your answer-sheet with manual scale)? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about A discharge of 16 cumecs flows in a 4 m wide rectangular channel at a flow depth of 2 m. At a section, a smooth hump of height Az is placed. Plot the variation of the upstream depth and the depth at the hump for Az ranging from 0 to 1 m. Repeat the process if the upstream flow occurs at the alternate depth of 0.75 m. (A graph can be plotted on your answer-sheet with manual scale)? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A discharge of 16 cumecs flows in a 4 m wide rectangular channel at a flow depth of 2 m. At a section, a smooth hump of height Az is placed. Plot the variation of the upstream depth and the depth at the hump for Az ranging from 0 to 1 m. Repeat the process if the upstream flow occurs at the alternate depth of 0.75 m. (A graph can be plotted on your answer-sheet with manual scale)?.
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