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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 1/ 24-hr Rainfal/=2.35" <br />Page 1 <br />11/26/2002 <br /> <br />Time span=S.OO-24.00 hrs, dl=O.OS hrs, 381 points <br />Runoff by SCS TR-20 method, UH=SCS, Type 1\ 24-hr Raintall=2.3S" <br />Reach routing by Sim-Route method - Pond routing by Sim-Route method <br /> <br />Subeatehment 15: East Drainage to Pond 1 <br />Tc=20.0 min CN=70 Area=5.210 ac Runoff= 1.64 cfs 0.166 at <br /> <br />5ubeatehment 25: West Drainage to Pond 2 <br />Tc=20.0 min CN=74 Area=4.940 ac Runoff= 2.45 cfs 0.215 at <br /> <br />Subeatehment 35: Area Not Draining to Pond <br />Tc=30.0 min CN=62 Area=7.000 ac Runoff= 0.38 cfs 0.100 af <br /> <br />Pond 1 P: Pond 1 - Central Pond <br /> <br />Peak Storage= 0.057 af Inflow= 1.64 cfs 0.166 af <br />Primary= 0.26 cfs 0.136 af Outflow= 0.26 cfs 0.136 af <br /> <br />Pond 2P: West Edge Pond <br /> <br />Peak Storage= 0.097 af Inflow= 2.47 cfs 0.350 af <br />Primary= 0.50 cfs 0.296 af Outflow= 0.50 cfs 0.296 af <br /> <br />Runoff Area = 17.150 ae Volume = 0.481 af Average Depth = 0.34" <br /> <br />I <br />, <br />I <br />l <br />