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SEDCAD 4 for Windows <br />!"nnvrinhf loop _')Olt) 0e 1n I Crhuroh <br />L*1 <br />Structure #Z (Erodible Channe /� <br />Channel out of Pond #3 <br />Trapezoidal Erodible Channel Inputs: <br />Material: Alluvial silts colloidal <br />Bottom Left Right Freeboard Freeboard Freeboard Limiting <br />Width (ft) Sideslope Sideslope Slope ( %) Manning's n o Mult. x Velocity <br />Depth Ratio Ratio p (ft) /o of Depth (VxD) (fps) <br />3.00 4.0:1 4.0:1 1.5 0.02501 If <br />Erodible Channel Results: <br />w/o Freeboard w/ Freeboard <br />Design Discharge: 1.10 cfs <br />Filename: Dewatering Model - 25yr 2014 expansion.sc4 Printed 09 -15 -2014 <br />Combined <br />Elevation <br />Emergency <br />Total <br />(ft) <br />Spillway (cfs) <br />Discharge <br />(cfs) <br />2.70 <br />0.000 <br />0.000 <br />2.75 <br />0.110 <br />0.110 <br />2.80 <br />0.221 <br />0.221 <br />2.85 <br />0.331 <br />0.331 <br />2.90 <br />0.441 <br />0.441 <br />2.95 <br />0.551 <br />0.551 <br />3.00 <br />0.662 <br />0.662 <br />3.05 <br />0.772 <br />0.772 <br />3.10 <br />0.882 <br />0.882 <br />3.15 <br />0.993 <br />0.993 <br />3.20 <br />1.103 <br />1.103 <br />3.25 <br />1.103 <br />1.103 <br />3.30 <br />6.891 <br />6.891 <br />3.35 <br />6.891 <br />6.891 <br />3.40 <br />9.512 <br />9.512 <br />3.45 <br />9.512 <br />9.512 <br />3.50 <br />12.700 <br />12.700 <br />3.55 <br />12.700 <br />12.700 <br />3.60 <br />- <br />16.294 <br />16.294 <br />3.65 <br />16.294 <br />16.294 <br />3.70 <br />20.105 <br />20.105 <br />3.75 <br />20.105 <br />20.105 <br />3.80 <br />24.860 <br />24.860 <br />3.85 <br />24.860 <br />24.860 <br />3.90 <br />30.173 <br />- <br />30.173 <br />3.95 <br />30.173 <br />30.173 <br />4.00 <br />36.062 <br />36.062 <br />Structure #Z (Erodible Channe /� <br />Channel out of Pond #3 <br />Trapezoidal Erodible Channel Inputs: <br />Material: Alluvial silts colloidal <br />Bottom Left Right Freeboard Freeboard Freeboard Limiting <br />Width (ft) Sideslope Sideslope Slope ( %) Manning's n o Mult. x Velocity <br />Depth Ratio Ratio p (ft) /o of Depth (VxD) (fps) <br />3.00 4.0:1 4.0:1 1.5 0.02501 If <br />Erodible Channel Results: <br />w/o Freeboard w/ Freeboard <br />Design Discharge: 1.10 cfs <br />Filename: Dewatering Model - 25yr 2014 expansion.sc4 Printed 09 -15 -2014 <br />