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Depth Velocity Width Radius Number <br />(ft) (fps) (ft) <br />0.58 18.56** 9.5 0.463 <br />w/ Freeboard: 0.88 11.3 <br />** Non-uniform flow - Velocity shown is V=Q/A and m <br />----DMax---- ----D50---- ---- <br />(ft) (in) (ft) (in) (ft) <br />2.19 26.25 1.75 <br />Runoff <br />Volume <br />(ac-ft) <br />---------------- <br />---------------- <br />IN/OUT 8.80 <br />*************************************** <br />21.00 0.58 <br />Peak <br />Discharge <br />(cfs) <br />82.95 <br />*************** <br />J1, B2, S4 <br />FILL & OTHER: D12 - SoQ <br />Drainage Area from J1, B2, S4, SWS(s)1-3: <br />Total Contributing Drainage Area: <br />MATERIAL: Rock Riprap <br />Trapezoidal Riprap Channel <br />Steep Slope Design - Simons/OSM Metk <br />Design Bottom <br />Discharge Width ZLeft ZRight Slope <br />(cfs) (ft) (~) <br />-------------------------------- <br />85.29 10.0 3.0:1 3.0:1 26.0 <br />Top Hydraulic <br />Depth Velocity Width Radius <br />(ft) (fps) (ft) <br />0.37 20.95** 12.2 0.330 <br />w/ Freeboard: 0.67 14.0 <br />** Non-uniform flow - Velocity shown is V=Q/A and may <br />4.76 <br />not be <br />v---- <br />(in) <br />7.00 <br />icable <br />• <br /> <br />0.6 acres <br />0.7 acres) <br />I <br />,s I • <br />n <br />0.042 <br />Froude <br />Number <br />6.39 I, <br />I <br />not be applicable <br />---DMax---- ----D50---- ----D10---- i <br />(ft) (in) (ft) (in) (ft) (in) i <br />------------------------------------------ <br />1.88 22.50 1.50 18.00 0.50 16.00 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs)_-- <br />------- --------- <br />IN/OUT 9.02 ------ <br />85.29 <br />******************************************************** <br />i • <br />k********************** <br />I <br />