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0.89 <br />1.0:1 1.0:1 3.0 0.025 <br />Top Hydraulic Froude <br />Depth Velocity Width Radius Number <br />0.52 3.33 1.0 0.183 1.15 <br />w/ Freeboard: 0.82 1.6 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN/OUT 0.07 0.89 <br />***,-*******~*,ea,r**,-**,t*r*,t******,t*r*rt,t~*,t,t*******,r*,t**,t**,t,t***,t ~,t*ff*4,t,t**,t:*+t,r <br />Jl, B2, S2 <br />Culvert to Pond 7 <br />Drainage Area from J1, B2, 52, SWS(s)1: 1.2 acres <br />Total Contributing Drainage Area: 5.6 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br />(ft) (ft) ($) (ft) <br />----------- ----- ------------ <br />0.50 2.0 20.0 1.0 0.015 0.0 <br />Minimum Pipe Diameter Required: 8.0 inches <br />(See Culvert Utility Program for full performance curves) <br />• Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN/OUT 0.09 1.13 <br />*****ak*****tk****t4****iF*ft***•*********!***!!***!**fF**~F~!**3*A*tk*#*#**+k+F tF *tk tk***#* <br />Jl, B3, S1 <br />W side AR-2 below P7 <br />Drainage Area from J1, B3, Si, SWS(s)1: 0.2 acres <br />Total Contributing Drainage Area: 0.2 acres <br />MATERIAL: ALLWIAL SILTS COLLOIDAL <br />Triangular Earthen Channel <br />Limiting Variable: Velocity = 5.000 fps <br />Sediment-laden Water <br />Design Bottom Manning's <br />Discharge Width ZLeft ZRight Slope n <br />(cfs) (ft) ($) <br />0.09 1.0:1 1.0:1 5.0 0.025 <br />Top Hydraulic Froude <br />• Depth- Velocity-Width Radius Number <br />(ft) (fps) (ft) <br /> <br />