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TABLE 1 <br />SEOCAOi A[PRAP CNAXNEI DESIGN <br />UPPER/LOYEA(1S feet) 10 year <br />INPUI YALUES: <br />SEOCAD~ RIPRAP CHANNEL DESIGN <br />MIOOLE(LS feet) l0 year <br />IXPUI YALUES: <br />Shape iRAPEl010At Shape iRAPEl0f0AL <br />Discharge 198,00 cfs Discharge 198.00 cfs <br />Slope 8.00 t Slope 1.00 t <br />Sideslopes (L and R) 1.00:1 1.00:1 Sideslopes (L and R) 1.00:1 2 .00:1 <br />Bottoa Yidth 15.00 feet Bolton Yidth 15.00 feet <br />freeboard 1 ft Freeboard 1 ft <br />RESUIyS: RESULTS: <br />Steep Slope Design - Si ~ons/OSN Methad Steep Slope Design - Si~ons/OSX Method <br />Depth 1.01 ft OeptX I.fl ft <br />with Freeboard 1.01 ft pith freeboard 1.17 ft <br />Top Yidth 19.11 ft lop Yidth 19.67 ft <br />pith Freeboard 13.11 ft pith Freeboard 13.61 ft <br />Yelaity 11.19 fps Yelaity 4.74 fps <br />Cross Sectional Area 17.69 sq ft Cross Sectional Area 10.11 sq ft <br />Hydraulic Radius 0.40 ft Hydraulic Radius 1.00 fl <br />Manning's n 0.039 Nanning's n O.OSB <br />Froude Xuaber 1.OS Froude Nu~ber 1.10 <br />Oaax 1.150 ft (15.00 in) O~ax 1.150 ft (15. 00 in) <br />OSO 1.000 ft (12.00 in) OSO 1.000 ft (11. 00 in) <br />010 0.333 ft (1.00 in) D10 0.333 ft (1. 00 in) <br />