Compute the diameter of a circular concrete pipe culvert (n = 0.015) to carry discharge of 6.0 cms (212 cfs) under a roadway. The culvert will be 50 m (164 ft) long on a slope of 0.01. The upstream headwater depth (H) is 4.0 m (13.1 ft) with free-outlet condition (y,<D). The entrance loss coefficient is 0.6 and the exit loss coefficient is 1,0.
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