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A hydraulic jump is formed in a trapezoidal channel of 2.0-m bed width, 1:1 side slope,...

A hydraulic jump is formed in a trapezoidal channel of 2.0-m bed width, 1:1 side slope, and carrying a discharge of 6.0 m3/s. The initial and final depths of the jump are 0.5m and 2.0m, respectively. Concrete blocks are placed to stabilize the jump. Cf = 0.6. Construct the M-y diagram for the channel section. Find the critical depth.

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M vs Y Curve for given channel (M on Y-axis and y on X-axis)

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