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11586 SPENSA - ORONO Type 1124-hr 100 yr Rainfall=6.00" <br /> Prepared by{enter your company name here} Page 18 <br /> HydroCAD®8.00 s/n 000837 0 2006 HvdroCAD Software Solutions LLC 5/18/2009 <br /> Reach 1 R: (new Reach) <br /> [40] Hint: Not Described (Outflow=Inflow) <br /> Inflow Area = 0.697 ac, Inflow Depth > 4.54" for 100 yr event <br /> Inflow = 4.50 cfs @ 12.03 hrs, Volume= 0.264 of <br /> Outflow = 4.50 cfs @ 12.03 hrs, Volume= 0.264 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 /> Reach 1 R: (new Reach) <br /> Hydrograph <br /> 4.50 cfs — Inflow <br /> I I I 1 I 1 1 I 1 - Outflow <br /> I I I I 1 I I I 1 I I 1 I <br /> 4------------- <br /> 4- <br /> 3- <br /> inflow Aria=�0.6�7c <br /> __L___L___ <br /> I 1 1 I I I 1 I ! I I I I <br /> 1 I 1 I I 1 I I 1 I I I <br /> I 1 1 I I I I 1 I 1 I I <br /> I I I I I 1 I I I I I I <br /> I I 1 I I 1 I 1 I I I I <br /> 1 I I 1 1 1 I 1 I 1 I I I <br /> 3 I I I I 1 I I I I I I I I <br /> M ------ -- ---- ------------ -------------- --- --- <br /> q. I I I I 1 I I I I 1 j----T---- - <br /> I I I I I 1 I I I I I ! I ! <br /> I I I I 1 I I I I I I I 1 <br /> O I I I I I I 1 1 <br /> I I I I I I I I I I I I <br /> I I I I 1 I I I 1 I I I I <br /> 1 I I I I I 1 I 1 ! I I I I <br /> I I I I 1 I I I I I I I <br /> I I I I I I I I I I I I <br /> I I I I I 1 I I I I I I I <br /> I 1 1 I I I 1 I I I 1 1 <br /> I I I I I I I I I I 1 1 <br /> 1 I I I I I I 1 I I <br /> 0 <br /> 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 <br /> Time (hours) <br />