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SEDCAD 4 for Windows <br />r,....,d..m woe oo..wi~ i e~m.,~n <br />8 <br />• w/o Freeboard w/ Freeboard <br />Hydraulic Radius: 0.034 <br />Froude Number: 3.28 <br />Structure #13 (Erodible Chann%~ <br />L <br />Triangular Erodible Channe{ Inputs: <br />Material: Alluvial silts colloidal <br />Left Rlght Freeboard Freeboard Freeboard Limiting <br />sideslope sideslope Slope (%) Manning's n Mult. x Velocity <br />Ratio Ratio Depth (ft) % of Depth l~D) (fps) <br />1.5:1 1.5:1 2.0 0.0250 1.00 5.0 <br />Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 0.27 tfs <br />Depth: 0.29 ft 1.29 ft <br />Top Width: 0.88 ft 3.88 ft <br />Velocity: 2.07 fps <br />X-Section Area: 0.13 sq ft <br />Hydraulic Radius: 0.122 <br />Froude Number: 0.95 <br />Structure #17 (Culvert~J <br />Culvert Inputs: <br />Mme' Tailwater Entrance <br />Length (ft) slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />36.00 2.00 0.0240 0.50 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 0.25 cfs <br />Minimum pipe diameter: 1 - 6 inch pipe(s) required <br />Structure #8 (Erodible Channel1 <br />G <br />I• Triangular Erodible Channel Inputs: <br />Material: Alluvial silts colloidal <br />Filename: MunGob-1 O.sc4 <br />M" <br />M(vii)-13 <br />Printed 09-04-2002 <br />9/02 <br />