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File: C:\HYB\CCV36PCT.LST 3/27/2002, 10:11:29AM <br />3 <br />CURRENT DATE: 03-27-2002 FILE DATE: 03-27-2002 <br />CURRENT TIME: 10:11:22 FILE NPr1E: CCV38PCT <br />TAILWATER <br />******* REGULAR CHANNEL CROSS SECTION **************** <br />BOTTOM WIDTH 20.00 ft <br />SIDE SLOPE H/V (X: 1) 2.5 <br />CHANNEL SLOPE V/H (ft/ft) 0.300 <br />MANNZNG'S n (.01-0.1} 0.035 <br />CHANNEL INVERT ELEVATION 0.00 ft <br />CULVERT NO.1 OUTLET INVERT ELEVATION 0.00 ft <br />******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL <br />FLOW W.S.E. FROUDE DEPTH VEL. SHEAR <br />(cfs) (ft) NUMBER Ift) (f/s) (psf) <br />o.oo o.oo o .ooo o.oo o.oo o.oo <br />6.10 0.07 2 .636 0.07 9.07 1.39 <br />12.20 0.11 2 .815 0.11 5.35 2.10 <br />18.30 0.19 2 .923 0.19. 6.28 2.68 <br />29.90 0.17 3. 001 0.17 7.02 3.18 <br />30.50 0.19 3 .062 0.19 7.66 3.69 <br />36.60 0.22 3. 112 0.22 8.22 9.06 <br />90.00 0.23 3. 136 0.23 8.51 4.28 <br />98.80 0.26 3. 191 0.26 9.19 9.82 <br />59.90 0.28 3. 223 0.28 9.61 5.17 <br />61.00 0.29 3. 252 0.29 10.01 5.50 <br />ROADWAY OVERTOPPING DATA <br />ROADWAY SURFACE GRAVEL <br />EMJ3ANICMENT TOP WIDTH 20.00 ft <br />CREST LENGTH 100.00 ft <br />OVERTOPPING CREST ELEVATION 160.00 ft <br />3 <br />