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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 /I 24-hr Rainfal/=5.90" <br />Page 2 <br />12/3/2002 <br /> <br />5ubcatchment 15: East Drainage to Pond 1 <br /> <br />= <br /> <br />15.59 cfs @ 12.13 hrs, Volume= <br /> <br />1.177af <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 />0.950 <br />2.470 <br />0.130 <br />1.660 <br />5.210 <br /> <br />Tc <br />(min) <br />20.0 <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 />(ftlft) (ftlsec) (cfs) <br /> <br />Direct Entry, <br /> <br />5ubcatchment 15: East Drainage to Pond 1 <br />Hydrograph Plot <br /> <br />17 <br />16. .' <br />15 <br />14 <br />13. .' <br />12 .' <br />11 <br />:i 10 ," <br />.e 9- <br />~ 8 <br />LL 7 <br />6 <br />5 <br />4 <br />3. . <br />2 <br />1 <br />o <br />5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 <br />Tim. (hours) <br /> <br /> <br />I [) Runoff~ <br />