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SEDCAD 4 for Windows <br />r,—,; -k+ loon _,)nln c)—i� i <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />5,676.00 <br />0.000 <br />0.000 <br />5,676.50 <br />0.000 <br />0.000 <br />5,677.00 <br />0.000 <br />0.000 <br />5,677.50 <br />0.000 <br />0.000 <br />5,678.00 <br />0.000 <br />0.000 <br />5,678.50 <br />17.295 <br />17.295 <br />5,679.00 <br />34.591 <br />34.591 <br />5,679.50 <br />86.632 <br />86.632 <br />5,680.00 <br />138.570 <br />138.570 <br />5,680.50 <br />206.581 <br />206.581 <br />5,681.00 <br />285.814 <br />285.814 <br />5,681.50 <br />386.883 <br />386.883 <br />5,682.00 <br />501.676 <br />501.676 <br />Structure #1 (Erodible Channel <br />E spill below Pond 18 <br />Trapezoidal Erodible Channel Inputs: <br />Material: Graded loam to cobbles when noncolloidal <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Limiting <br />Width ft Sideslope Sideslope Slope (%) Manning's n <br />() <br />o Mult. x <br />Velocity <br />Ratio Ratio <br />Depth (ft) /o of Depth (VxD) <br />(fps) <br />20.00 2.0:1 2.0:1 0.5 0.0300 <br />0.30 <br />3.8 <br />Erodible Channel Results: <br />Structure #6 (Null1 <br />Null below pond <br />Filename: RevNH2 Pond 018 w Ditch 10024 120815.sc4 <br />Attachment 2.05.3(3)-28 <br />PaQP 10 <br />u <br />Printed 12-08-2015 <br />Revision Date: 12/08/2015 <br />Revicinn No • TR -fig <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />31.21 cfs <br />Depth: <br />0.61 ft 0.91 ft <br />Top Width: <br />22.44 ft 23.64 ft <br />Velocity: <br />2.41 fps <br />X -Section Area: <br />12.94 sq ft <br />Hydraulic Radius: <br />0.569 ft <br />Froude Number: <br />0.56 <br />Structure #6 (Null1 <br />Null below pond <br />Filename: RevNH2 Pond 018 w Ditch 10024 120815.sc4 <br />Attachment 2.05.3(3)-28 <br />PaQP 10 <br />u <br />Printed 12-08-2015 <br />Revision Date: 12/08/2015 <br />Revicinn No • TR -fig <br />