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<br />Gonyea - 14006 - Developed <br />Prepared by Adam Parker, MFRA <br />HydroCAD@ 6.00 sin 000887 @ 1986-2001 Applied Microcomputer SystemS <br /> <br />Type If 24-hr Rainfal/=2.35" <br />Page 3 <br />11/26/2002 <br /> <br />5ubcatchment 25: West Drainage to Pond 2 <br /> <br />Runoff <br /> <br />2.45 cfs @ 12.16 hrs, Volume= <br /> <br />0.215 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 /I 24-hr Rainfall=2.35" <br /> <br />Area (ac) <br />1.530 <br />3.190 <br />0.220 <br />4.940 <br /> <br />CN Description <br />98 Impervious <br />61 Open <br />100 Pond NWL <br />74 Weighted Average <br /> <br />Tc <br />(min) <br />20.0 <br /> <br />Length <br />(feet) <br /> <br />Slope Velocity Capacity Description <br />(ft/f!) (ft/sec) (cfs) <br /> <br />Direct Entry, <br /> <br />5ubcatchment 25: West Drainage to Pond 2 <br />Hydrograph Plot <br /> <br /> <br /> <br /> 2 <br />! <br />~ <br />iL <br /> 1- <br /> <br />o <br />5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 <br />Time (hours} <br /> <br />10 Runoff~ <br />