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T:\074211406\June11 CityApp\Surface Water\ <br />ER Landfill 06_2011 Type Il 24-hr 25 yr Rainfall=4.70" <br />Prepared by Wenck Associates, Inc. Printed 8/2/2011 <br />HydroCAD® 9.10 s/n 02201 ©2010 HydroCAD Software Solutions LLC Page 28 <br />Summary for Reach DS2-U: DS-2-Upper <br />Inflow Area = 10.417 ac, 0.00% Impervious, Inflow Depth = 2.41" for 25 yr event <br />Inflow = 34.37 cfs @ 12.03 hrs, Volume= 2.096 of <br />Outflow = 34.36 cfs @ 12.03 hrs, Volume= 2.096 af, Atten= 0%, Lag= 0.1 min <br />Routing by Stor-Ind method, Time Span= 0.00-96.00 hrs, dt= 0.02 hrs <br />Max. Velocity= 10.39 fps, Min. Travel Time= 0.2 min <br />Avg. Velocity = 2.55 fps, Avg. Travel Time= 0.7 min <br />Peak Storage= 364 cf @ 12.03 hrs <br />Average Depth at Peak Storage= 0.36' <br />Bank-Full Depth= 1.00', Capacity at Bank-Full= 204.53 cfs <br />8.00' x 1.00' deep channel, n= 0.035 <br />Side Slope Z-value= 3.0 '/' Top Width= 14.00' <br />Length= 110.0' Slope= 0.2727 '/' <br />Inlet Invert= 1,090.00', Outlet Invert= 1,060.00' <br /> <br />Inflow <br />Outflow <br />0 ~, ,,E . ,,~., ,.. , ,! . ,,,,, , ~, , ,, , , << ,, . <br />0 5 1015 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 <br />Time (hours <br />