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Fil?: C:\HYH\CCV90PCT.iST 3/27/2002, 10:28:90AM <br />3 <br />CURRENT DATE: 03-27-2002 <br />CURRENT TIME: 10:26:90 <br />FILE DATE: 03'27-2002 <br />FILE NAME: CCV90PCT <br />******* REGULAR CHANNEL CROSS SECTION **************** <br />BOTTOM WIDTH 3.00 ft <br />SIDE SLOPE H/V (X: 1) 0.9 <br />CHANNEL SLOPE V/H (ft/ft) 0.902 <br />MANNING'E n (.01-0. 1) 0.029 <br />CHANNEL INVERT ELEVATION 9687.98 ft <br />CULVERT N0.1 OUTLET INVERT ELEVATION 9687.96 ft <br />******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL <br />FLOW W.S.E. FROUDE DEPTH VEL. SHEAR <br />(cfs) (ft) NUMHER (ft) (f /s) (psf) <br />0. 00 9687 .98 0 .000 0. 00 0 .00 0.00 <br />6. 10 9688. 15 9 .841 0. 17 11 .35 9.28 <br />12. 20 9688. 29 5 .090 0. 26 19 .59 6.50 <br />18. 30 9688. 31 5 .150 0. 33 16 .81 8.30 <br />24. 40 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. 304 0. 55 22. 32 13.79 <br />48. 80 9'088. 58 5. 320 0. 60 23. 29 14.93 <br />59. 90 9688. 62 5. 332 0. 69 24. 18 16.01 <br />61. 00 9688. 66 5. 391 0. 68 24. 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 9'101.97 ft <br />Page: 3 <br />