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~i <br />IO:RR COAL CdPANY <br />CHANNEL DESIGN <br />• <br />CXANNEt / - HAUL ROAD DiTCN 2 <br />DESid PEAK FLOW (efe), 4 7.74 <br />MANN IN6~S MUIBER, n 0.0350 <br />CHANNEL SHAPE - TRIANOUTAR <br />CHANNEL SLOPE (X) = 0.50 <br />CHANNEL SIDE SLOPE, 2 = 2.0 <br />HYDRAULIC RADIUS, R = 0.3433 <br />VELOCITY (fps) = 1.5 <br />DEPTX OF FLOW (f t), d = 0.77 <br />WETTED PERIMETER, P 3.47 BOTTgI WIDTX (1[), b = 0.00 <br />%-SECTION AREA (sq-f t) = 1.18 WIDTH OF STREAM (ft), t = 3.07 <br />TOP YIDTN OF CHANNEL (ft), i = 4.27 FREEBOARD (f t) = 0.30 <br />TOTAL DEPTH Of CHANNEL (f [), D = 7.07 <br />• <br />