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File: C:\HY8\CCV40PCT.LST 3127(2002, 10:28:40Abt <br />3 <br />CURRENT DATE: 03-27-2002 <br />CURRENT TIME: 10:28:90 <br />FILE DATE: 03-27-2002 <br />FILE NAME: CCV90PCT <br />******* REGULAR CHANNEL CROSS SECTION ******x********* <br />BOTTOM WIDTH 3.00 ft <br />SIDE SLOPE H/V (X:l) 0.9 <br />CHANNEL SLOPE V/H lft/f t) 0.902 <br />MANNING'S n (.01-0.1) 0.029 <br />CHANNEL INVERT ELEVATION 9687.98 ft <br />CULVERT N0.1 OUTLET INVERT ELEVATION 9687.98 ft <br />******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL <br />FLOW W.S.E. FROUDE DEPTH VEL. SHEAR <br />(cfs) (ft) NUMBER (ft) (f/s) (psf) <br />0.00 9687.98 0.000 0.00 0.00 0.00 <br />6.10 9680.15 9.891 0.17 11.35 9.28 <br />12.20 9688.24 5.048 0.26 14.59 6.50 <br />18.30 9688.31 5.150 0.33 16.81 8.30 <br />24.90 9688.37 5.212 0.39 18.55 9.86 <br />30.50 9688.43 5.253 0.95 19.99 11.28 <br />35.00 9688.47 5.275 0.49 20.92 12.24 <br />92.70 9688.53 5.309 0.55 22.32 13.79 <br />48.80 9'088.58 5.320 0.60 23.29 19.93 <br />59.90 9688.62 5.332 0.69 24.18 16.01 <br />61.00 9688.66 5.391 0.68 2§.99 17.09 <br />ROADWAY OVERTOPPING DATA <br />ROADWAY SURFACE GRAVEL <br />EMBANKMENT TOP WIDTH 50.00 ft <br />CREST LENGTH 100.00 ft <br />OVERTOPPING CREST ELEVATION 9201.97 ft <br />Page: 3 <br />