Laserfiche WebLink
SEDCAD 4 for Windows <br />7 <br />w/o Freeboard w/ Freeboard <br />Dmin: 2.00 in <br />D50: 6.00 in <br />Dmax: 7.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #5 (Null <br />.Jct W Pit Ditch and E Tay Pond Ditch <br />Structure #8 (Ripran Channe %� <br />Lowest leg main channel W Pit Ditch Sta Z to 10 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />a Sideslo a Slope Width (ft) Sideslo p p ( ) <br />Depth (ft ) % of Depth Mult. x <br />Ratio Ratio <br />(VxD) <br />10.00 3.0:1 3.0:1 25.0 <br />11.97 ft <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 />Structure #9 (Null, <br />Null on W Pit Ditch at Sta 2+50 <br />Structure #10 ( Riprap Channel, <br />Lowest segment W Pit Ditch <br />Trapezoidal Riprap Channel Inputs: <br />Filename: West Pit Fill Ditch 10 24.sc4 Printed 09 -06 -2012 <br />Exh. 7- 14F -22 Revision Date: 9/12/2012 <br />Revision No.: TR -96 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />69.49 cfs <br />Depth: <br />0.33 ft <br />Top Width: <br />11.97 ft <br />Velocity*: <br />X- Section Area: <br />3.61 sq ft <br />Hydraulic Radius: <br />0.299 ft <br />Froude Number *: <br />Manning's n *: <br />Dmin: <br />5.00 in <br />D50: <br />Dmax: <br />15.00 in <br />18.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #9 (Null, <br />Null on W Pit Ditch at Sta 2+50 <br />Structure #10 ( Riprap Channel, <br />Lowest segment W Pit Ditch <br />Trapezoidal Riprap Channel Inputs: <br />Filename: West Pit Fill Ditch 10 24.sc4 Printed 09 -06 -2012 <br />Exh. 7- 14F -22 Revision Date: 9/12/2012 <br />Revision No.: TR -96 <br />