Laserfiche WebLink
SEDCAD 4 for Windows <br />32 <br />u <br />Structure #22 (R /prap Channel <br />Elevation <br />(ft) <br />Straight Pipe <br />(cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />4.50 <br />(5) >9.836 <br />9.836 <br />5.00 <br />(5) >10.745 <br />10.745 <br />5.50 <br />(5)>11.584 <br />11.584 <br />6.00 <br />(5)>12.356 <br />12.356 <br />6.50 <br />(5)>13.086 <br />13.086 <br />7.00 <br />(5) > 13.783 <br />13.783 <br />7.50 <br />(5) > 14.444 <br />14.444 <br />8.00 <br />(5)>15.012 <br />15.012 <br />8.50 <br />(5)>15.551 <br />15.551 <br />9.00 <br />(6)>16.089 <br />16.089 <br />9.50 <br />(6) >16.609 <br />16.609 <br />10.00 <br />(6) >16.776 <br />16.776 <br />DRPE -W3 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />a Sideslo a Slope Width (ft) Sideslo p p ( ) <br />ft Depth Mult. x <br />p () % of Depth p <br />Ratio Ratio <br />(VxD) <br />3.00 1.5:1 1.5:1 27.9 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Mild Slope Design <br />• Structure #21(R /pray Chann %� <br />Filename: RPE Pile.sc4 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />10.53 cfs <br />Depth: <br />0.00 ft <br />Top Width: <br />0.00 ft <br />Velocity: <br />0.00 fps <br />X- Section Area: <br />0.00 sq ft <br />Hydraulic Radius: <br />0.000 ft <br />Froude Number: <br />0.00 <br />Manning's n: <br />0.0000 <br />Dmin: <br />3.00 in <br />D50: <br />0.00 in <br />Dmax: <br />9.00 in <br />• Structure #21(R /pray Chann %� <br />Filename: RPE Pile.sc4 <br />Printed 10 -06 -2010 <br />