Question: Consider a 2 . 4 5 - m wide rectangular channel with a bed slope of 0 . 0 0 0 4 and a Manning

Consider a 2.45-m wide rectangular channel with a bed slope of 0.0004 and a Mannings roughness factor of 0.015. A weir is placed in the channel and the depth upstream of the weir is 1.52m for a discharge of 5.66m3/s. Determine whether a hydraulic jump forms upstream of the weir.

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