Compute the critical depth for the channel in Problem 11.33. Data From Problem 11.33 11.33 A 2-m-wide

Compute the critical depth for the channel in Problem 11.33.

Data From Problem 11.33

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11.33 A 2-m-wide rectangular channel with a bed slope of 0.0005 has a depth of flow of 1.5 m. Manning's roughness coefficient is 0.015. Determine the steady uniform discharge in the channel.