Laserfiche WebLink
<br />Gonyea - 14006 - Developed <br />Prepared by Adam Parker, MFRA <br />HydroCAD@6.00 sin 000887 @ 1986-2001 Applied Microcomputer Systems <br /> <br />Runoff = <br /> <br />Type /I 24-hr Rainfall=2.35" <br />Page 2 <br />11/26/2002 <br /> <br />5ubcatchment 15: East Drainage to Pond 1 <br /> <br />1.64 cfs @ 12.17 hrs, Volume= <br /> <br />0.166 af <br /> <br />Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-24.00 hrs, dt= 0.05 hrs <br />Type" 24-hr Rainfall=2.35" <br /> <br />Area (ac) <br />0.950 <br />2.470 <br />0.130 <br />1.660 <br />5.210 <br /> <br />Tc <br />(min) <br />20.0 <br /> <br />~ 1 <br />~ <br />u: <br /> <br />CN Description <br />98 Impervious <br />61 Open <br />100 Pond NWL <br />65 Off Site <br />70 Weighted Average <br /> <br />Length <br />(feet) <br /> <br />Slope Velocity Capacity Description <br />(ft/fl) (ft/sec) (efs) <br /> <br />Direct Entry, <br /> <br />5ubcatchment 15: East Drainage to Pond 1 <br />Hydrograph Plot <br /> <br /> <br /> <br /> <br />6 7 8 9 10 11 12 13 14 15 16 17 18 19 <br />Time (hours) <br /> <br />21 22 23 24 <br /> <br />I ~ Runoff~ <br /> <br />~ <br />