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<br />Gonyea -14006 - Developed <br />Prepared by Adam Parker, MFRA <br />HydroCAO@6.00 sin 000887 @ 1986-2001 Applied Microcomputer Systems <br /> <br />Type II 24-hr Rainfall=5.90" <br />Page 1 <br />12/3/2002 <br /> <br />Time span=5.00-24.00 hrs, dt=O.05 hrs, 381 points <br />Runoff by SCS TR-20 method, UH=SCS, Type II 24-hr Rainfall=5.90" <br />Reach routing by Sim-Route method - Pond routing by Sim-Route method <br /> <br />5ubeatehment 15: East Drainage to Pond 1 <br />Tc=20.0 min CN=70 Area=5.210 ac Runoff= 15.59 cts 1.177 at <br /> <br />5ubeatehment 25: West Drainage to Pond 2 <br />Tc=20.0 min CN=74 Area=4.940 ac Runoff= 16.92 cts 1.270 af <br /> <br />5ubcatehment 35: Area Not Draining to Pond <br />Tc=30.0 min CN=62 Area=7.000 ae Runoff= 11.56 cts 1.168 at <br /> <br />Pond 1 P: Pond 1 - Central Pond <br /> <br />Peak Storage= 0.447 af Inflow= 15.59 cfs 1.176 af <br />Primary:: 3.75 cfs 1.117 af Outflow= 3.75 cts 1.117 af <br /> <br />Pond 2P: West Edge Pond <br /> <br />Peak Storage= 0.592 at Inflow= 20.08 cfs 2.385 af <br />Primary= 7.61 cfs 2.257 af Outflow= 7.61 cfs 2.257 af <br /> <br />Runoff Area = 17.150 ae Volume = 3.616 af Average Depth = 2.53" <br />