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Offsite 20 road ditch, s =2.00% <br />Cross Section for Triangular Channel - 2 <br />Protecl Desc rptb' <br />Flow Hement Tnanguldr Channe <br />archon Method Manning Formula <br />Solve For Normal Depth <br />Section Data <br />Roughness Coefhcuent <br />0 03' <br />,'hannPl Slope. <br />002000 <br />ftm <br />Normal Depth <br />056 <br />rt <br />Left Sde Slope <br />300 <br />Rill IHV <br />Right Sde Slope <br />300 <br />fltR iH VI <br />Discharge <br />238 <br />WIS <br />T <br />056 rt <br />1 <br />ESWMP -29 <br />H , <br />