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SEDCAD 4 for Windows <br />Structure Detail; <br />WEST DIV - 2 <br />Trapezoidal Riprap, Channel Inputs: <br />4E <br />Design Discharge: <br />3.00 1.5:1 1.5:1 7.5 <br />1.00 <br />Rlprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />Velocity and Mannirds n adculations may not apply for this method. <br />Rename: Pond F-100_year.sc4 <br />Pdnted 02-02-2012 <br />TR-72 App. B-341 02/12 <br />Design Discharge: <br />9.14 ds <br />Depth: <br />0.27 ft 1.27 fl: <br />Top Ndth: <br />3.82 ft 6.82 It <br />Velocity*: <br />X-Section Area: <br />0.93 sq ft <br />Hydraulic Padkw. <br />0,234 ft <br />Fftude NLnnber*., <br />Manr9ng's n*: <br />Dmin; <br />3.00 in <br />D50: <br />9.00 In <br />Dmax: <br />11.25 in <br />Velocity and Mannirds n adculations may not apply for this method. <br />Rename: Pond F-100_year.sc4 <br />Pdnted 02-02-2012 <br />TR-72 App. B-341 02/12 <br />