If the Darcy friction factor for the channel in Problem 7.6 is estimated to be 0.3, what would be the Chezy C value for chis channel? What would be the discharge for the flow conditions given in Problem 7.6?
A 3-m-wide rectangular channel is carrying water at a normal depth of 2 m. Calculate the shear stress exerted on the channel bed if the bed slope is 0.004 m/m.
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