Laserfiche WebLink
SEDCAD 4 for Windows <br />r...,,T,.~., i°°a-orvn os...vie i an..ne <br />10 <br /> <br /> <br />Elevation <br />(ft) <br />Broad- <br /> <br />crested Weir <br />(ds) Combined <br />Total <br /> <br />Discharge <br /> <br />(ds) <br />7,860.00 0.000 0.000 <br />7,860.50 0.000 O.o00 <br />7,861.00 0.000 0.000 <br />7,861.50 0.000 0.000 <br />7,862.00 0.000 0.000 <br />7,862.50 0.000 0.000 <br />7,663.00 0.000 0.000 <br />7,663.50 0.000 0.000 <br />7,664.00 0.000 0.000 <br />7,s64.so D.ooD 0.000 <br />7,864.65 0.000 0.000 <br />7,864.70 0.000 0.000 <br />7,864.75 0.000 0.000 <br />7,s64.eo 0.000 0.000 <br />7,864.85 0.696 0.696 <br />7,665.00 5.530 5.530 <br />7,865.15 12.789 12.789 <br />Structure #ZO (Riaraa Chann%~ <br />SEC. 28 DITCH IZ <br />Trapezoidal Riprap Channel Inputs: <br />Material: RIDraD <br />LeR <br />Bottom Right Freeboard Freeboard Freeboard <br />6ideslope <br />Width (ft) Ra[io Sideslope <br />Ratlo Slope (%) Mull. x <br />Depth (R) °h of Depth <br /> (VxD) <br />12.00 3.0:1 3.0:1 25.0 1.00 <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 95.49 ds <br />Depth: 0.37 ft 1.37 R <br />Top Width: 14.23 ft 20.23 R <br />Velocity*: <br />X-Section Area: 4.87 sq R <br />Hydraulic Radius: 0.339 R <br />Froude Number*: <br />Manning's n*: <br />Dmin: 6.00 in <br />Filename: STSec28PMP.010807.sc4 Printed 01-08-2007 <br />Exh. 7-20A-86 Revision Date: 1/05/07 <br />Revison No.: PR-02 <br />I~ <br /> <br />