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<br />r <br /> <br />Gonyea - 14006 . Nurp <br />Prepared by Adam Parker, MFRA <br />HydroCAOO 6.00 sin 000687 @ 1986-2001 Applied Microcomputer Systems <br /> <br />Type /I 24-hr RainfaJl=2.50" <br />Page 1 <br />12/3/2002 <br /> <br />. <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;:2.50" <br />Reach routing by Sim-Route method - Pond routing by Sim-Route method <br /> <br />Subcatchment is: East Drainage to Pond 1 <br />Tc=20.0 min CN=70 Area;:5.210 ac Runoff= 2.05 cfs 0.196 af <br /> <br />Subcatchment 25: West Drainage to Pond 2 <br />Tc=20.0 min CN=74 Area=4.940 ac Runoff= 2.92 cfs 0.249 af <br /> <br />Pond 1P: Pond 1 - Central Pond <br /> <br />Peak Storage= 0.196 af Inflow= 2.05 cfs 0.196 af <br />Primary= 0.00 efs 0.000 af OutfloW" 0.00 cfs 0.000 af <br /> <br />Pond 2P: West Edge Pond <br /> <br />Peak Storage= 0.248 af Inflow= 2.92 cfs 0.248 af <br />Primary= 0.00 efs 0.000 af Outflow= 0.00 cfs 0.000 af <br /> <br />Runoff Area = 10.150 ac Volume = 0.445 af Average Depth = 0.53" <br /> <br />, <br />, <br /> <br /> <br />l_________________~_____ __ __ _ __ __ ___ __ __ <br />