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SEDCAD 4 for Windows <br />f,m%A-Lvhf 'loan _W141% 1 Qrh­h <br />Structure Detail; <br />Structure #23 (WM <br />EASTDIVERSION <br />EUTDAIERSION <br />Trapezoidal Rlprap, Channel Inputs: <br />I L HIMP ffl'0577, <br />Rlprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />Design Discharge: <br />3.00 LSA 15:1 5.0 <br />LOD <br />Rlprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />Vek)dty and Manning's n calailations may not apply for this method. <br />Filename: Pond F-1 OO_yearxo4 <br />Printed 02-02-2012 <br />TR-72 App. B-321 02/12 <br />Design Discharge: <br />9.96 cfs <br />Depth: <br />0.33 ft 1.33 ft <br />Top Width: <br />4.00 ft 7.00 ft <br />Velodty*: <br />X-Section Area: <br />1.16 Sq ft <br />Hydraulic Radius. <br />0.277 ft <br />Froude Number*: <br />MannIng's n*: <br />DmIn: <br />3.00 In <br />1350: <br />9.00 In <br />Dmax: <br />11.25 In <br />Vek)dty and Manning's n calailations may not apply for this method. <br />Filename: Pond F-1 OO_yearxo4 <br />Printed 02-02-2012 <br />TR-72 App. B-321 02/12 <br />