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DCAD 4 for Windows <br />P.,., ... W,f loos " <br />Structure Detail: <br />Basin E Flows Into Ditch 5A <br />(faUfAbk? <br />Ditch 5A Flows into Culvert C-9 (Yard Drop) <br />Trapezoidal Erodible Channel Inputs: <br />Material: Shales and hardpans <br />Left Right <br />BottomLeft <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope (%) Manning's n <br />Width <br />Ratio Ratio <br />Depth (ft) % of Depth Mult. x <br />Velocity <br />(fps) <br />Velocity: <br />(VxD) <br />X -Section Area: <br />3.00 2.0:1 3.0:1 2.0 0.0250 <br />0.30 <br />6.0 <br />Erodible Channel Results: <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />1.19 cis <br />Depth: <br />0.16 ft 0.46 ft <br />Top Width: <br />3.78 ft 5.28 ft <br />Velocity: <br />2.25 fps <br />X -Section Area: <br />0.53 sq ft <br />Hydraulic Radius: <br />0.138 ft <br />Froude Number: <br />1.06 <br />Structure #2�Culver0 <br />Culvert C-9 (Yard Drop) Flows C-7 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater ft Loss Coef. <br />(ft) () (Ke) <br />20.00 2.00 0.0240 4.00 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 1.19 cfs <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Structure #28 Negetated Channell <br />Ditch 5A * Flows into Culvert C-9 <br />Filename: Basin A- Pond - Basin E.sc4 <br />0 <br />Printed 12-01-2015 <br />