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Un -named Tributary 10yr Type 11 24 -hr Rainfall = 2.25" <br />Prepared by {enter your company name here} Printed 10/29/2013 <br />HydroCADO 8.50 s/n 003802 © 2007 HydroCAD Software Solutions LLC <br />Time span= 5.00 -20.00 hrs, dt =0.05 hrs, 301 points <br />Runoff by SCS TR -20 method, UH =SCS <br />Reach routing by Stor- Ind +Trans method - Pond routing by Stor -Ind method <br />Subcatchment1S: Basin 2 Un -named RunoffArea= 31.730 ac 0.00% Impervious Runoff Depth >0.39" <br />Flow Length= 2,240' Slope= 0.1228 '/' Tc =1.5 min CN =73 Runoff =25.51 cfs 1.019 of <br />Reach 2R: Un -named Tributary Re -Route Avg. Depth =0.73' Max Vet =7.78 fps Inflow =25.51 cfs 1.019 of <br />n =0.040 L= 150.0' S=0.1067'/' Capacity= 456.45 cfs Outflow =24.97 cfs 1.018 of <br />Total Runoff Area = 31.730 ac Runoff Volume = 1.019 of Average Runoff Depth = 0.39" <br />100.00% Pervious = 31.730 ac 0.00% Impervious = 0.000 ac <br />