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TABLE 2 <br />SEOCADt RIPRAP CHANNEL DESIGN <br />UPPER(LOYEA (2D feet) LOyear <br />INPUT YAIUES: <br />Shape TAAPEi010At <br />Discharge 198.00 cfs <br />Slope 8.90 t <br />Sideslopes (L and R) 2.00:1 1.00:1 <br />Botto~ Yidth 10.00 feet <br />Freeboard 1 ft <br />RESUt1S: <br />Steep Slope Design - Si~ons~OSM Method <br />Depth <br />pith Freeboard <br />lap Yidth <br />pith Freeboard <br />Yelaity <br />Cross Sectional Area <br />Hydraulic Radius <br />Manning's n' <br />Froude Xwber <br />D~ax <br />OsD <br />010 <br />0.96 ft <br />1.96 ft <br />13.81 ft <br />11.8! ft <br />9.40 fps <br />21.06 sq ft <br />0.81 ft <br />0.039 <br />1.16 <br />1.150 ft (15.00 in) <br />1.000 ft (12.00 in) <br />0.333 ft (1.00 in) <br />SEDCAOt RIPRAP CHANXEE DESIGN <br />MIDDLE (10 feet) l0year <br />IXPUI VALUES: <br />Shape IARPEi010AL <br />Discharge 198.00 cfs <br />Slope 2.00 2 <br />Sideslopes (L and R) 2.00:1 1.00:1 <br />Botto~ Yidth 20.00 feet <br />freeboard 1 ft <br />AESULIS: <br />Steep Slope Design - Si~ons~OSM Method <br />Depth <br />pith Freeboard <br />top Yidth <br />pith Freeboard <br />Velocity <br />Cross Sectional Area <br />Hydraulic Aadius <br />Nanning's n <br />froude Nu~ber <br />Dlda <br />D50 <br />DIO <br />1.15 ft <br />1.15 ft <br />1LS8 ft <br />28.58 ft <br />1.76 fps <br />2S.S3 sq ft <br />1.02 ft <br />0.038 <br />1.31 <br />1.150 ft (15.00 in) <br />1.000 ft (11.00 in) <br />0.333 ft (4.00 in) <br />