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<br />. <br /> <br />Gonyea .14006 - Nurp <br />Prepared by Adam Parker, MFRA <br />HydroCAO@6.00 sin 000887 @ 1986-2001 Applied Microcomputer Systems <br /> <br />Type J/24-hr Rainfall=:2.50" <br />Page 2 <br />1213/2002 <br /> <br />Subcatchment 15: East Drainage to Pond 1 <br /> <br />Runoff <br /> <br />2.05 cfs @ 12.16 hrs, Volume= <br /> <br />0.196 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=2.50" <br /> <br />Area (ac) <br />0.950 <br />2.470 <br />0.130 <br />1.660 <br />5.210 <br /> <br />CN Description <br />98 Impervious <br />61 Open <br />100 Pond NWL <br />65 Off Site <br />70 Weighted Average <br /> <br />Tc <br />(min) <br />20.0 <br /> <br />Length <br />(feet) <br /> <br />Slope Velocity Capacity Description <br />(ftIft) (ftIsec) (efs) <br /> <br />Direct Entry, <br /> <br />5ubcatchment 15: East Drainage to Pond 1 <br />Hydrograph Plot <br /> <br />2- .' <br /> <br /> <br /> <br />~ <br />;0 <br />.2 1 <br />u. <br /> <br />o <br />5 6 <br /> <br />, <br />7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 <br />Time (hours) <br /> <br />18 Runoff_ <br /> <br />J <br />