Laserfiche WebLink
SEDCAD 4 for Windows <br />r mvinM m°a .°nro Pamcla ~ GF,onn <br />30 <br />Structure #4 (Riprap Channel) <br />SEC. 21 DITCH 3 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bolcom Lek Right Freeboard Freeboard Freeboard <br />Sideslope <br />Width (ft) R <br />ti Sideslope <br />R <br />ti Slope (%) Mult. x <br />Depth (ft) %of Depth <br />o <br />a a <br />o (VxD) <br />12.00 2.0:1 2.0:1 16.9 1.D0 <br />Riprap Channel Results: <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 10.60 cfs <br />Depth: 0.09 ft 1.09 k <br />Top Witlth: 12.36 ft 16.36 R <br />Velocity*: <br />X-Section Area: 1.08 sq R <br />Hydraulic Radius: 0.087 R <br />Froude Number*: <br />Manning's n*: <br />Dmin: 2.00 in <br />D60: 6.00 in <br />Dmax: 7.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #8 (Pond1 <br />SEC. 21 STOCKPOND 1 <br />Pond Inputs: <br />Initial Pool Elev: 7,699.50 ft <br />Initial Pool: 0.91 ac-k <br />*Sediment Storage: 0.00 ac-k <br />Dead Space: 20.00 <br />*No sediment capacity defined <br />Broad-crested Weir <br />Filename: STSec21Ten24.030807.sc4 Printed 03-09-2007 <br />Exh. 7-20B-34 Revision Date: 3/12/07 <br />Revision No.: PR-02 <br /> <br />• <br />• <br />