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<br />xERR coAL coMPArnr <br />CHANNEL DESIGN <br />• <br />J <br />i <br />i <br />i <br />CHANNEL f - PD3 <br />DESIGN PEAK FLOW (cfs), Q = 14.08 <br />MANNING'S NUMBER, n = 0.0350 <br />CHANNEL SIDE SLOPE, Z 3.0 <br />HYDRAULIC RADIUS, R = 0.5025 <br />WETTED PERIMETER, P = 8.38 <br />X-SECTION AREA = 4.21 <br />TOP WIDTH OF CHANNEL, T = 9.96 <br />TOTAL DEPTH OF CHANNEL, D = 0.99 <br />CHANNEL SHAPE - TRAPEZOIDAL <br />CHANNEL SLOPE = 1.50 <br />VELOCITY = 3.3 <br />DEPTH OF FLOW, d = 0.69 <br />BOTTOM WIDTH, b = 4.00 <br />WIDTH OF STREAM, t = 8.16 <br />FREEBOARD = 0.30 <br />