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SEDCAD 4 for Windows <br />r.,..,.:,.~,~ ~ooa c~..,ei~ i c~i,~.~~. <br />~2 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 27.79 cfs <br />Depth: 0.19 ft 1.19 ft <br />Top Width: 3.58 ft 6.58 ft <br />Velocity*: <br />X-Section Area: 0.63 sq ft <br />Hydraulic Radius: 0.171 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 6.00 in <br />050: 18.00 in <br />Dmax: 22.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #Z (Null <br />POND F <br /> <br />Filename: POND F.sc4 <br />TR-43 <br />App. B-21 <br />Printed 09-01-2006 <br />09/06 <br />APPxot~ <br />9/~~a6 <br />