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<br /> <br />(ft) (in) (ft) (in) (ft) (in) <br />----------- ----------------- <br />0.94 11.25 0.75 9.00 0.25 3.00 <br />Runoff Peak <br />Volume Discharge <br />(ac-f t) (cfs) <br />IN/OUT 10.91 122.81 <br />-~f,tr*f**r*,-**•~a,t#*r#+r~~~*rffr,ti*,r*,~r~*t,-~,rf,-~~*r~rtr*+r*r*~*s~***,-,-,-*+rs,-,rt**r~ <br />J2, B2, S3 <br />N2FE/N2FC - REACH A <br />Drainage Area from J2, B2, S3, SWS(s)1-3: <br />Total Contributing Drainage Area: <br />MATERIAL: Rock Riprap <br />Trapezoidal Riprap Channel <br />Steep Slope Design - PARER Method <br />Design Bottom <br />Discharge Width ZLeft ZRight Slope <br />(cfs) (ft) (~) <br />183.18 3.0 2.5:1 2.5:1 13.0 <br /> Top Hydraulic <br />Depth Velocity Width Radius <br />(ft) (fps) (ft) <br />1.98 11.59 12.9 1.154 <br />w/ Freeboard: 1.98 12.9 <br />35.0 acres <br />115.0 acres <br />Manninq's <br />n <br />0.051 <br />Froude <br />Number <br />1.85 <br />----DMax---- ----D50---- ----D10---- <br />(ft) (in) (ft) (in) (ft) (in) <br />----------------------------------------- <br />1.25 15.00 1.00 12.00 0.33 4.00 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN/OUT 15.68 N 183.18 <br />,-ffi~****f iFi*iF**i***f***#*~if i**s*,t,t,t,rf~ff~r*,t+t,t~Y*,tf*~,rfft~**~r*:*r~*,r,t ,t ~,t ,t,t ~,t** <br />J2, B2, S4 <br />N2FW - REACH A <br />Drainage Area from J2, B2, S4, SWS(s)1-2: 14.0 acres <br />Total Contributing Drainage Area: 129.0 acres <br /> Pipe Channel <br />Design Pipe Pipe Outlet Tailwater Outlet <br />Discharge Diameter Slope Elevation Elevation Elevation D50 <br />(cfs) (in) <br />-- ($) <br />------- <br />----------- (ft) <br />------------- <br />----- <br /> <br />207.33 <br />60.00 <br />13.00 <br />1.0 -- <br />------- <br />0.8 0.5 1.00 <br />Depth to <br />