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RATON [REEK LOADOUTS <br />• CHANNEL DESIGN <br /> <br /> CHANNEL p - LEASE 2 BERM AND CHANNEL <br /> DESIGN PEAK FL04 (cfs), 0 = 3.30 CHANNEL SHAPE TRIANGULAR <br /> NANNING'S NUMBER, n 0.0350 LXANNEI SLOPE (X) = 0.50 <br /> CHANNEL SIDE SLOPE, Z = 2.0 VELOCITY (fps) = 1.7 <br /> HYDRAULIC RADIUS, R = 0.4365 DEPTH OF FL04 (f[), d = 0. 98 <br /> 4E TTED PERIMETER, P = 4.36 BOTTOM 41DTH (f[), b = 0. 00 <br /> %-SECTION AREA (sq-f[) = 1. 91 4fOTX OF STREAM (f [), t = 3.90 <br /> TOP WIDTH OF CHANNEL (f[), T = 5.10 FREEBOARD (f t) = 0.30 <br /> TOTAL DEPTX OF CHANNEL (f t), D = 5.2 8 <br />• <br /> <br />