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)ERR taL caNPANr <br />CXANMEL DESIGN <br />CHANNEL t - DITCX E1 SECT IOM C <br />DESI GII PEAK FIOV (c}s), O = 0.38 CXANMEL SXAPE - TRIANGULAR <br />NANMING'S NUIBER, n = 0.0350 CHANNEL SLOPE (X) 6.70 <br />CNANYEL SIDE SLOPE, 2 = 2.0 VELOCITY (fps) = 2.7 <br />HYDRAULIC RADIUS, R 0.1193 DEPTX OF FlOY (ft), d = 0.27 <br />PETTED PERIMETER, P = 1.19 BOTTdI VIDTX (ft), b = 0.00 <br />X-SECT ION AREA (sq-ft) = 0.1~ VIDTX OF STREAM (f t), t = 1.07 <br />TOP VIDTX OF CHANNEL (ft), T = 2.27 FREEBOARD (ft) = 0.30 <br />TOTAL DEPTX OF CHANNEL (ft), D = 0.57 <br /> <br /> <br />