Laserfiche WebLink
SEDCAD 4 for Windows <br />r...,.,.�..ti� 1o0a On1n D-1, i Q,1 -,.,ti <br />0 <br />Structure #5 (Null, <br />Structure #4 (Riprap Channel) <br />DI Lower Ditch <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />Bottom a Sideslo a Slope Width (ft) Sideslo p p pe )Depth(f)% of Depth Mult. x <br />Ratio Ratio <br />(VxD) <br />12.00 2.0:1 2.0:1 24.2 <br />Riprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />Combined <br />Elevation <br />Emergency <br />Perf. Riser (cfs) <br />Total <br />(ft) <br />Spillway (cfs) <br />X -Section Area: <br />Discharge <br />Hydraulic Radius: <br />0.108 ft <br />Froude Number*: <br />(cfs) <br />7,160.00 <br />0.000 <br />0.000 <br />0.000 <br />7,161.00 <br />0.000 <br />0.000 <br />0.000 <br />7,162.00 <br />0.000 <br />0.000 <br />0.000 <br />7,163.00 <br />0.000 <br />0.000 <br />0.000 <br />7,164.00 <br />0.000 <br />0.000 <br />0.000 <br />7,165.00 <br />0.000 <br />0.000 <br />0.000 <br />7,166.00 <br />0.000 <br />0.000 <br />0.000 <br />7,167.00 <br />0.000 <br />3.00>0.000 <br />0.000 <br />7,168.00 <br />0.000 <br />0.473 <br />0.473 <br />7,169.00 <br />0.000 <br />0.669 <br />0.669 <br />7,170.00 <br />0.000 <br />0.819 <br />0.819 <br />7,171.00 <br />0.000 <br />8.509 <br />8.509 <br />7,172.00 <br />0.000 <br />12.033 <br />12.033 <br />7,173.00 <br />41.280 <br />14.738 <br />56.017 <br />7,174.00 <br />152.702 <br />15.412 <br />168.114 <br />Structure #5 (Null, <br />Structure #4 (Riprap Channel) <br />DI Lower Ditch <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />Bottom a Sideslo a Slope Width (ft) Sideslo p p pe )Depth(f)% of Depth Mult. x <br />Ratio Ratio <br />(VxD) <br />12.00 2.0:1 2.0:1 24.2 <br />Riprap Channel Results: <br />Simons/OSM Method - Steep Slope Design <br />Filename: PR04 West Side Ponds 10024 NSrev1 sc4 Printed 07-30-2015 <br />Exh. 7-23C-41 Revision Date: 07/31/2015 <br />Revision No.: PR -04 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />20.47 cfs <br />Depth: <br />0.11 ft <br />Top Width: <br />12.44 ft <br />Velocity*: <br />X -Section Area: <br />1.35 sq ft <br />Hydraulic Radius: <br />0.108 ft <br />Froude Number*: <br />Manning's n*: <br />Filename: PR04 West Side Ponds 10024 NSrev1 sc4 Printed 07-30-2015 <br />Exh. 7-23C-41 Revision Date: 07/31/2015 <br />Revision No.: PR -04 <br />