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SEDCAD 4 for Windows <br />n,...,,.~,.er ~ooa.orin°ao.wm.i c.n,.,~n <br /> <br /> <br />Elevation <br />(ft) <br />Broad- <br /> <br />crest~Weir Combined <br />Total <br /> <br />Discharge <br />(~) <br />7,695.00 0.000 0.000 <br />7,695.50 0.000 0.000 <br />7,696.00 0.000 0.000 <br />7,696.50 0.000 0.000 <br />7,697.00 0.000 0.000 <br />7,697.50 0.000 0.000 <br />7,698.00 0.000 0.000 <br />7,698.50 0.000 0.000 <br />7,699.00 0.000 0.000 <br />7,699.50 0.000 0.000 <br />7,699.65 3.583 3.583 <br />7,699.70 5.530 5.530 <br />7,699.75 7.718 7.718 <br />7, 699.80 10.135 10.135 <br />7,699.85 12.789 12.789 <br />7,700.00 21.828 21.828 <br />7,700.14 31.621 31.621 <br />7,700.15 32.347 32.347 <br />Structure #9 (Riorao Channell <br />SEC. 21 DITCH 6 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riorao <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width ft Sideslope <br />() Sideslope Slope (°h) <br />Depth (ft) ~° of Depth Mult. x <br />Ratio Ratio (VxD) <br />lz.oo z.oa z.oa 1z.7 l.oo <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 16.19 ds <br />Depth: 0.14 ft 1.14 ft <br />Top Width: 12.55 ft 16.55 ft <br />Velaity*: <br />X-Section Area: 1.70 sq ft <br />Hydraulic Radius: 0.135 R <br />32 <br />Filename: STSec21Ten24.030807.srA Printed 03-09-2007 <br />Exh. 7-20B-36 Revision Date: 3/12/07 <br />Revision No.: PR-02 <br />I <br />•! <br />• <br /> <br />