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SEDGAD 4 for Windows <br />r ", !,hf 100A -?n4n 1D -1a I <br />93 <br />Structure #10(IVuII1 <br />Basin C2 flows to Ditch 3 <br />Structure #9 FlVull <br />Basin C1 flows to Ditch 3 <br />Structure #11 (Erodible Channel <br />Ditch 1B flow to Culvert C=14 <br />Trapezoidal Erodible Channel Inputs: <br />Material: Graded loam to cobbles when noncolloidal <br />Bottom Left Right <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.45 cfs <br />Depth: <br />0,07 ft 0.37 ft <br />Top Width: <br />2.13 ft 2,73 ft <br />Velocity: <br />3.25 fps <br />X -Section Area: <br />0.14 sq ft <br />Hydraulic Radius: <br />0.062 ft <br />Froude Number: <br />2.26 <br />Structure #10(IVuII1 <br />Basin C2 flows to Ditch 3 <br />Structure #9 FlVull <br />Basin C1 flows to Ditch 3 <br />Structure #11 (Erodible Channel <br />Ditch 1B flow to Culvert C=14 <br />Trapezoidal Erodible Channel Inputs: <br />Material: Graded loam to cobbles when noncolloidal <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Limiting <br />5ideslope Sideslope Slope (%) Manning's n <br />Width (ft) <br />Mult. x <br />Velocity <br />Ratio Ratio <br />Depth (ft) % of Depth (VXD) <br />(fps) <br />1.75 1.8:1 1.8:1 7.1 0.0300 <br />0.30 <br />5.0 <br />Erodible Channel Results: <br />Structure #3 (Null1 <br />Basin B1 flow to Basin 82 <br />Structure #4 (Nufl <br />Basin B2 flows Culvert C -17A <br />Filename: Basin A- Pond - Basin E.sc4 <br />Printed 10-21-2015 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />2.51 cfs <br />Depth: <br />0.25 ft 0.55 ft <br />Top Width: <br />2,63 ft 3.68 ft <br />Velocity: <br />4.54 fps <br />X -Section Area: <br />0.55 sq ft <br />Hydraulic Radius: <br />0.200 ft <br />Froude Number: <br />1.74 <br />Structure #3 (Null1 <br />Basin B1 flow to Basin 82 <br />Structure #4 (Nufl <br />Basin B2 flows Culvert C -17A <br />Filename: Basin A- Pond - Basin E.sc4 <br />Printed 10-21-2015 <br />