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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 />Runoff <br /> <br />Type II 24-hr Rainfal/=5.90" <br />Page 3 <br />1213/2002 <br /> <br />Subcatchment 2S: West Drainage to Pond 2 <br /> <br />= <br /> <br />16.92 cfs @ 12.13 hrs, Volume= <br /> <br />1.270 af <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 />1.530 <br />3.190 <br />0.220 <br />4.940 <br /> <br />Tc <br />(min) <br />20.0 <br /> <br />18 <br />17- .' <br />16 <br />15 <br />14: <br />13; .' <br />12 <br />Cii'11: <br />~ 10:. <br />'" 9'" <br />o <br />u: 8 <br />7 <br />6 <br />5 <br />4, . <br />3 <br />2: <br />1 <br />o <br />5 6 <br /> <br />eN Description <br />98 Impervious <br />61 Open <br />100 Pond NWL <br />74 Weighted Average <br /> <br />Length <br />(feet) <br /> <br />Slope Velocity Capacity Description <br />(fUft) (fUsee) (efs) <br /> <br />Direct Entry, <br /> <br />Subcatchment 28: West Drainage to Pond 2 <br />HydrographPlot <br /> <br /> <br />10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 <br />ilme (hours) <br /> <br />I ij] RunOff~ <br />