31. Given the following elements of an irrigation canal: base of 4 meters, depth ofwater is 2 meters, height of embankment above the canal bottom is 3 meters,width of top of embankment is 2 meters, side slope of the left side is 1:1, sideslope of the right side is 1.5:1, grade slope is 0.0002, and coefficient ofroughness n = 0.025. Compute the discharge of the canal in cubic meter persecond using Kutter's formula.%3D32.Hydraulic jump occurs in the trapezoidal channel with side slope of 1:1 and abase width of 4m. If the upstream depth is 1.0m and the downstream depth is2.0 m, compute the power lost after the jump. 23. Water flows in a triangular channel at a depth of 0.90 m. A hydraulic jumpoccurs at a depth just downstream of the jump is measured to be 1.8 m. Theapex angle is 90°. Calculate the discharge of the triangular channel (apexdown).24.If water is flowing in a rectangular channel 30 ft wido Trith tho digoh

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| 31. Given the following elements of an irrigation canal: base of 4 meters, depth of water is 2 meters, height of embankment above the canal bottom is 3 meters, width of top of embankment is 2 meters, side slope of the left side is 1:1, side slope of the right side is 1.5:1, grade slope is 0.0002, and coefficient of roughness n 0.025. Compute the discharge of the canal in cubic meter per second using Kutter's formula.

| 31. Given the following elements of an irrigation canal: base of 4 meters, depth of water is 2 meters, height of embankment above the canal bottom is 3 meters, width of top of embankment is 2 meters, side slope of the left side is 1:1, side slope of the right side is 1.5:1, grade slope is 0.0002, and coefficient of roughness n 0.025. Compute the discharge of the canal in cubic meter per second using Kutter's formula.

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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