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Design a vertical drop structure in a lined canal carrying a discharge to lower the canal bed by 2m. The canal sections in the reaches U/S and D/S of structure are the same and the details are given below: -discharge = 5m³/s, -bed width = 2.4m, %3D -Longitudinal slope = 17.7cm/km, -Side slope = 1.5H:1V, and -Manning's coefficient(n) = 0.015. U/S and D/S depth of flow are the same. %3D %3D

Design a vertical drop structure in a lined canal carrying a discharge to lower the canal bed by 2m. The canal sections in the reaches U/S and D/S of structure are the same and the details are given below: -discharge = 5m³/s, -bed width = 2.4m, %3D -Longitudinal slope = 17.7cm/km, -Side slope = 1.5H:1V, and -Manning's coefficient(n) = 0.015. U/S and D/S depth of flow are the same. %3D %3D

Structural Analysis
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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3. Design a vertical drop structure in a lined canal carrying a discharge to lower the canal bed by 2m. The canal sections in the reaches U/S and D/S of structure are the same and the details are given below: -discharge = 5m³/s, -bed width = 2.4m, -Longitudinal slope = 17.7cm/km, -Side slope = 1.5H:1V, and -Manning's coefficient(n) = 0.015. U/S and D/S depth of flow are the same. Also design this drop structure as a USBR impact block type basin. Compare the results of the two designs.
Transcribed Image Text:3. Design a vertical drop structure in a lined canal carrying a discharge to lower the canal bed by 2m. The canal sections in the reaches U/S and D/S of structure are the same and the details are given below: -discharge = 5m³/s, -bed width = 2.4m, -Longitudinal slope = 17.7cm/km, -Side slope = 1.5H:1V, and -Manning's coefficient(n) = 0.015. U/S and D/S depth of flow are the same. Also design this drop structure as a USBR impact block type basin. Compare the results of the two designs.
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