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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 />Inflow Area = 4.879 ac, 84.76% Impervious, Inflow Depth > 3.04" for 10 -yr event <br />Inflow = 26.16 cfs @ 11.95 hrs, Volume= 1.236 af <br />Outflow = 26.16 cfs @ 11.95 hrs, Volume= 1.236 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 />0 <br />5 <br />8 <br />Summary for Reach 7R: Total Site <br />i <br />Reach 7R: Total Site <br />Hydrograph <br />1 26.16cIs I - � - - -- - -- - - -. <br />Inflow Area =4:879 ac <br />28- H + <br />26 ��� <br />24 1 1 1 <br />:: •:;' I i 7 1 i <br />18- r I i i i I i i I <br />7 - 1 1 16 1 1 _ 1 L 1 1 L <br />r, : � <br />14:- T r <br />o 1 <br />E L L <br />12= 1 1 i i I i i I <br />10:-/ H <br />1 + - r - - - 1 + t <br />8--' 1 1 1 1 1 1 1 <br />-h + + - y--- -r - - -� t r <br />6 1 1 1 1 f� 1 1 1 1 <br />4: <br />27: /�� ���7 %,,;����i®���9)2Oi %, 4/ / ����/1 %�ii i i/ //// ////��A9� � <br />26.16 cfs <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 44 <br />17 <br />18 <br />19 20 <br />❑ Inflow <br />❑ Outflow <br />