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<br />Gonyea -14006 - Developed <br />Prepared by Adam Parker, MFRA <br />HydroCAOO 6.00 sin 000BB7 @ 19B6-2001 Applied Microcomputer Systems <br /> <br />Type II 24-hr RainfaJ/=5.90" <br />Page 4 <br />12/3/2002 <br /> <br />5ubcatchment 35: Area Not Draining to Pond <br /> <br />Runoff <br /> <br />11.56 cfs @ 12.26 hrs, Volume:: <br /> <br />1.168 af <br /> <br />:: <br /> <br />Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs <br />Type II 24-hr Rainfall=5.90" <br /> <br />Area (ac) <br />0.130 <br />6.B70 <br />7.000 <br /> <br />CN Description <br />98 Backyard Roofs - ex. House/Drive <br />61 Open <br />62 Weighted Average <br /> <br />Tc <br />(min) <br />30.0 <br /> <br />Length <br />(feet) <br /> <br />Slope Velocity Capacity Description <br />(ft/fl) (ft/see) (efs) <br /> <br />Direct Entry, <br /> <br />5ubcatchment 35: Area Not Draining to Pond <br />Hydrograph Plot <br /> <br /> <br /> 12" . <br /> 11 <br /> 10- <br /> g <br /> 8 <br />~ 7 <br />.!!. <br />~ 6-" <br />0 <br />ii: <br /> 5" . <br /> 4 <br /> 3 <br /> 2- <br /> 1 <br /> 0 <br /> 5 6 7 8 <br /> <br />g 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 <br />Time (hours) <br /> <br />I EI Runoff. <br />