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UWA10002 - Alley Ponding Type 11 24-hr 100 -yr Rainfall = 5.90" <br />Prepared by {enter your company name here} Printed 12/1/2010 <br />HydroCAD® 9.10 s/n 01542 © 2009 HydroCAD Software Solutions LLC Page 16 <br />[40] Hint: Not Described (Outflow = Inflow) <br />Inflow Area = 0.880 ac,100.00% Impervious, Inflow Depth > 5.13" for 100 -yr event <br />Inflow = 8.74 cfs @ 12.03 hrs, Volume= 0.376 af <br />Outflow = 8.74 cfs @ 12.03 hrs, Volume= 0.376 af, Atten= 0 %, Lag= 0.0 min <br />Routing by Dyn -Stor -Ind method, Time Span= 5.00 -20.00 hrs, dt= 0.01 hrs <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />4 <br />7 <br />//l //)////®///7/))7/ ∎) � ;Wii <br />JS / ��� % %���� % % % % % % % % % %%%i% i%i%i�%ii <br />8 c <br />Inflow Area =O -. -880- ac - <br />H <br />1 <br />6 <br />7 <br />Summary for Reach 1R: NE Sunwood Catch Basin <br />Reach 1R: NE Sunwood Catch Basin <br />Hydrograph <br />10 11 12 13 14 <br />Time (hours) <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />❑ Inflow <br />❑ Outflow <br />