Laserfiche WebLink
SEDCAD 4 for Windows <br />r,.m,e-hf ,°°a -9nin P—i. i c,ti..-h <br />,`ifl"(ICfUIC' ��J'I �f�lflli3�(f7ll/ll7E'I <br />DITCH J11 <br />OPERATIONS CONFIGURATION <br />Structure Detail; <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right <br />Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope (%) <br />Ratio <br />Depth (ft) % of Depth Mult. x (VxD <br />)Ratio <br />3.00 1.5:1 1.5:1 8.0 <br />1.00 <br />Riprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: Pond J_100Yr-Operations, revised.sc4 <br />Printed 09-21-2015 <br />TR -105 Volume XI, App. B-53 09/15 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />10.97 cfs <br />Depth: <br />0.29 ft 1.29 ft <br />Top Width: <br />3.87 ft 6.87 ft <br />Velocity*: <br />X -Section Area: <br />0.99 sq ft <br />Hydraulic Radius: <br />0.246 ft <br />Froude Number*: <br />Manning's n*: <br />Dmin: <br />4.00 in <br />D50: <br />12.00 in <br />Dmax: <br />15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Filename: Pond J_100Yr-Operations, revised.sc4 <br />Printed 09-21-2015 <br />TR -105 Volume XI, App. B-53 09/15 <br />