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HomeMy WebLinkAboutSW5180301_Outlet Pipe Protection_20180424Project Date 11/10/2017 Project No. Designer Outlet ID Outlet flowrate 12.15 cfs Pipe diameter 15 inches Number of pipes 1 Pipe separation feet Outlet pipe slope 1.67 percent Zone from graph above =2 Outlet pipe diameter 15 in.Length =7.5 ft. Outlet flowrate 12.2 cfs Width =3.75 ft. Outlet velocity 9.9 ft/sec Stone diameter =6 in. Material =Class B Thickness =22 in. Zone Material Diameter Thickness Length Width 1 Class A 3 9 4 x D(o) 3 x D(o) 2 Class B 6 22 6 x D(o) 3 x D(o) 3 Class I 13 22 8 x D(o) 3 x D(o) 4 Class I 13 22 8 x D(o) 3 x D(o) 5 Class II 23 27 10 x D(o) 3 x D(o) 6 Class II 23 27 10 x D(o) 3 x D(o) 7 1. Calculations based on NY DOT method - Pages 8.06.05 through 8.06.06 in NC Erosion Control Manual 2. Outlet velocity based on full-flow velocity Special study required DESIGN OF RIPRAP OUTLET PROTECTION WORKSHEET Crawford Townes 17022 TCM Wetland 9.9 ft/sec 0 5 10 15 20 25 0246810Velocity (ft/sec)Pipe diameter (ft) Figure 8.06.b.1 Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone 6 Zone 7 Crawford Townes_RipRap Outlet Pipe Protection.xlsx 4/24/2018