A grass-lined drainage channel (n = 0.035) carries a discharge of 283.3 cms (10,000 cfs) 4H: 1V side slopes, a maximum velocity of 1.52 mps (5.0 fps), and a longitudinal slope of 0.0007 Size the channel and compute the tractive force and Froude Number at design capacity. Use the USBR equation for freeboard.
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