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• RAT ON CREEK LOADWTS <br />CHANNEL DESIGN <br />CHANNEL q - BURLINGTON LOADOUi BERMS <br />DESIGN PEAK FLOP (cf s), 0 = 3.G5 CHANNEL SHAPE TRIANGULAR <br />MANNING'S NUHBER, n = 0.0350 <br />CHANNEL SIDE SLOPE, 2 = 2.0 <br />HYDRAULIC RADIUS, R = O.L438 <br />WETTED PERIMETER, P = 4,44 <br />X-SECTION AREA (sq-f [) = 1.97 <br />TOP WIDTH OF CHANNEL (f[), T = 5.17 <br />TOTAL DEPTH OF CHANNEL (f t), D = 1.29 <br />• <br />CHANNEL SLOPE (X) = 0.50 <br />VELOCITY (fps) = 1.6 <br />DEPTH OF FLOW (ft ), d = 0.99 <br />BOTTOM WIDTH (f[), b = 0.00 <br />WIDTH OF STREAM (ft ), t = 3.97 <br />FREEBOARD (ft) = 0.30 <br />,~ <br /> <br />