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UWA10002 - Proposed <br />Prepared by {enter your company name here} <br />HydroCAD® 9.10 s/n 01542 © 2009 HydroCAD Software Solutions LLC <br />[40] Hint: Not Described (Outflow = Inflow) <br />Summary for Reach 5R: S Civic Center Catch Basin <br />Inflow Area = 1.276 ac, 83.54% Impervious, Inflow Depth > 2.98" for 10 -yr event <br />Inflow = 6.81 cfs @ 11.95 hrs, Volume= 0.317 af <br />Outflow = 6.81 cfs @ 11.95 hrs, Volume= 0.317 af, Atten= 0 %, Lag= 0.0 min <br />Routing by Stor- Ind +Trans method, Time Span= 5.00 -20.00 hrs, dt= 0.05 hrs <br />4 <br />2 <br />Reach 5R: S Civic Center Catch Basin <br />Hydrograph <br />1 <br />1 <br />L <br />I 6.81 cfs <br />1 6.81 cfs r <br />r r <br />Inflow Area -1.276 ac <br />I <br />r <br />r <br />L 1 <br />L -1 <br />10 11 12 13 14 <br />Time (hours) <br />15 <br />16 <br />Type 11 24-hr 10 -yr Rainfall = 4.10" <br />Printed 12/1/2010 <br />Page 42 <br />17 <br />18 <br />19 <br />20 <br />❑ Inflow <br />❑ Outflow <br />