Laserfiche WebLink
<br />580TRAMM Type 1/ 24-hr Rainfal/=5.90" <br />Prepared by PLOWE ENGINEERING, INC. Page 1 <br />. HydroCAOO 6.00 sin 001574 @ 1986-2001 Applied Microcomputer Systems 1017/02 <br /> <br />Time span=5.00-20.00 hrs, dt=O.05 hrs, 301 points <br />Runoff by SCS TR-20 method, UH=SCS, Type II 24-hr Rainfall=5.90" <br />Reach routing by Stor-Ind+ Trans method - Pond routing by Stor-Ind method <br /> <br />Subcatchment 1 EX: EXISTING <br /> <br />Tc;15.0 min CN;61 Area=0.980 ac Runoff= 2.35 cfs 0.142 af <br /> <br />Subcatchment 15: (TO POND 1) <br /> <br />Tc;8.0 min CN=86 Area=0.610 ac Runoff; 4.11 cfs 0.205 af <br /> <br />5ubcatchment 25: TO POND 2 <br /> <br />Tc=7.0 min CN=76 Area=0.370 ac Runoff; 2.05 cfs 0,094 af <br /> <br />Pond 1P: (POND 1) <br /> <br />Peak Storage= 2,346 cf Inflow= 4.11 cfs 0.205 af <br />Primary= 3.47 cfs 0.174 af Outflow= 3.47 cfs 0.174 af <br /> <br />Pond 2P: POND 2 <br /> <br />Peak Storage= 5,977 cf Inflow= 5,30 cfs 0.268 af <br />Primary= 1.07 cfs 0.161 af Outflow= 1.07 cfs 0.161 af <br /> <br />Runoff Area = 1.960 ac Volume = 0.442 af Average Depth = 2.70" <br /> <br />. <br /> <br />. <br />