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SEDCAD 4 for Windows <br />r --inhr 1004 IM D -1n 1 Qnh, —h <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #5 (Null) <br />Subwshd O enters <br />Structure #6 ft rap Channel) <br />N Trib Ditch Sta 27 to tank NTEP1 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />w/o Freeboard w/ Freeboard <br />Froude Number *: <br />Mult. x <br />Manning's n *: <br />O Depth ft % of Depth <br />p p (VXD) <br />Dmin: <br />1.00 in <br />D50: <br />3.00 in <br />Dmax: <br />3.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #5 (Null) <br />Subwshd O enters <br />Structure #6 ft rap Channel) <br />N Trib Ditch Sta 27 to tank NTEP1 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Freeboard Freeboard Freeboard <br />Bottom <br />Sideslope Sideslope Slope ( %) <br />Mult. x <br />Width (ft) <br />Ratio Ratio <br />O Depth ft % of Depth <br />p p (VXD) <br />12.00 2.01 2.01 12.8 <br />1.00 <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #7 (Pond) <br />Pond NTEP1 <br />Pond Inputs: <br />23 <br />Filename: ProspectR2 1024 Postmining2010.sc4 Printed 10 -27 -2010 <br />Exh. 7- 14R -35 Revision Date: 10/29/10 <br />Revision No.: TR -87 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />26.78 cfs <br />Depth: <br />0.21 ft 1.21 ft <br />Top Width: <br />12.84 ft 16.84 ft <br />Velocity *: <br />X- Section Area: <br />2.59 sq ft <br />Hydraulic Radius: <br />0.200 ft <br />Froude Number *: <br />Manning's n *: <br />Dmin: <br />2.00 in <br />D50: <br />6.00 in <br />Dmax: <br />7.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #7 (Pond) <br />Pond NTEP1 <br />Pond Inputs: <br />23 <br />Filename: ProspectR2 1024 Postmining2010.sc4 Printed 10 -27 -2010 <br />Exh. 7- 14R -35 Revision Date: 10/29/10 <br />Revision No.: TR -87 <br />