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SEDCAD 4 for Windows <br />i c,.h... �K <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />5,672.00 <br />0.000 <br />0.000 <br />5,672.50 <br />0.000 <br />0.000 <br />5,673.00 <br />0.000 <br />0.000 <br />5,673.50 <br />0.000 <br />0.000 <br />5,674.00 <br />0.000 <br />0.000 <br />5,674.50 <br />0.000 <br />0.000 <br />5,675.00 <br />0.000 <br />0.000 <br />5,675.50 <br />0.000 <br />0.000 <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 />Espill 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 />Sideslope 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 />20.00 2.0:1 2.0:1 0.5 0.0300 <br />0.30 <br />3.8 <br />Erodible Channel Results: <br />Filename: RevNH2 Pond 018 1024sed 120815.sc4 <br />IK <br />Printed 12-08-2015 <br />Attachment 2.05.3(3)-28 Revision Date: 12/08/2015 <br />Pane 1R Revision No • TR -69 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />8.15 cfs <br />Depth: <br />0.27 ft 0.57 ft <br />Top Width: <br />21.10 ft 22.30 ft <br />Velocity: <br />1.45 fps <br />X -Section Area: <br />5.63 sq ft <br />Filename: RevNH2 Pond 018 1024sed 120815.sc4 <br />IK <br />Printed 12-08-2015 <br />Attachment 2.05.3(3)-28 Revision Date: 12/08/2015 <br />Pane 1R Revision No • TR -69 <br />