Design an earth channel (n= 0.03) to carry a discharge of 283.3 cms (10,000 cfs) with 2H:1V side slopes, B/yn of 6.0, and a velocity of 0.91 mps (3.0 fps). Use 3.6-m (12-ft) wide berms for each bank and the USBR equation for freeboard. Compute the tractive force at design capacity.
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