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Offsite 10 road ditch, s =0.50 <br />Cross Section for Triangular Channel - 1 <br />Protect DescnPnor <br />Flow Element <br />Tnangular Channel <br />Fnction Method. <br />Manning Formula <br />Sohre For <br />Normal Depth <br />Section Data <br />Roughness Coeffw ent <br />0 035 <br />Channel SbPc <br />0 00500 <br />Normal Depth <br />060 <br />ft <br />t eft Side Shoe <br />300 <br />ftm (H v <br />Right Side Slope <br />300 <br />ftmJH.V, <br />Discharge <br />1.40 <br />tt4s <br />T <br />06ott <br />ES WMP -23 <br />v/ <br />H 1 <br />