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• <br />KERB COAL COMPANY <br />CHANNEL DESIGN <br />• <br /> <br />CHANNEL ~ - PD1 <br />DESIGN PEAK FLOW (Cfs), Q = <br />MANNING'S NUMBER, n = 0.0350 <br />CHANNEL SIDE SLOPE, Z = 3.0 <br />HYDRAULIC RADIUS, R = 0.8403 <br />WETTED PERIMETER, P = 12.22 <br />39.27 CHANNEL SHAPE - TRAPEZOIDAL <br />X-SECTION AREA = 10.27 <br />TOP WIDTH OF CHANNEL, T = 13.60 <br />TOTAL DEPTH OF CHANNEL, D = 1.60 <br />CHANNEL SLOPE = 1.00 <br />VELOCITY = 3.8 <br />DEPTH OF FLOW, d = 1.30 <br />BOTTOM WIDTH, b = 4.00 <br />WIDTH OF STREAM, t = 11.80 <br />FREEBOARD = 0.30 <br />