The following data are obtained for a particular reach of the Provo River in Utah: A = 183 ft2, free-surface width = 55 ft, average depth = 3.3 ft, Rh = 3.22 ft, V = 6.56 ft/s, length of reach =116 ft, and elevation drop of reach =1.04 ft. Determine (a) the average shear stress on the wetted perimeter, (b) the Manning coefficient, n, and (c) the Froude number of the flow.
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