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TABLE 5 SEDCAD+ RIPRAP CHANNEL RESIGN SEDCRD+ RIPRAP CHANNEL DESIGN ---------------------------- SEOCAD+ RIPRAP CHANNEL DESIGN Upper (Section 8) ZO feet ride INPUT YAtUFS: Middle (Section D) ZO feet ride INPUT VALUES: toter (Section E) t0 feet ride INPUT VALUES: Shape iRAPEf01DRl Shape iRAPE1010AL Shape iAAPEt010AL Discharge 111.00 cfs Discharge 111.00 cfs Discharge 111.00 cfs Slope 8,00 t Slope 1.00 i Slope 8.00 i Sideslopes (L and R) 1.00:1 1.00:1 Sideslopes (L and R) 1.00:1 1.00:1 Sideslopes (L and A) 1.00:1 1.00:1 8ottoa Yidlh 10.00 feet 8otlo~ Yidth 10.00 feet Botto~ Yidth 10.00 feet freeboard 1 ft Freeboard 1 ft Freeboard 1 ft RESULTS: Steep Slope Design - Si~ons~OSM Method RESULTS: Sleep Slope Design - Si~ons~OSN Method RESULTS: Steep Slope Design - Siaons~OSX Method Depth rith Freeboard Top Yidth rith Freeboard Yelaity Cross Sectional Area Hydraulic Radius Manning's n Froude Xwber O~az DSO 010 1.11 ft 2.11 ft tS.88 ft 19,88 ft 1/,OS fps 33,11 sq ft 1,21 ft 0.043 1.11 2.188 ft (td.1S in) 1.158 ft (11.00 in) O.S83 ft (1.00 in) Depth 1.16 ft rith Freeboard 2.16 ft Top Yidth 21.01 ft rith Freeboard 31.01 ft Yelaity 11.18 fps Cross Sectional Area Il.t9 sq ft Hydraulic Radius 1./B ft Nanniog's n 0.011 Froude Nwber 1.61 O~az 1.188 ft (16. 15 in) DSO 1.150 ft (11. 00 in) 010 O.S83 ft (1. 00 in) Depth rith Freeboard Top Yidth rith Freeboard Yelaity Cross Sectional Area Hydraulic Radius Nanning's n Froude Nu~6er D~ax DsD R1D 1.41 ft 1.11 ft 15.88 ft 19.88 ft l1.OS fps 33.14 sq ft 1.11 ft 0.013 1.11 1.188 ft (t6.1S in) 1,1so tt (t1.ao in) 0.583 tt (1.00 in)