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56 <br /> Hydrograph Report <br /> Hydraflow Hydrographs Extension for AutoCADE)Civil 3DE)2011 by Autodesk, Inc.v8 Friday,Aug 31,2012 <br /> Hyd. No. 12 <br /> Outfall - Post <br /> Hydrograph type = Combine Peak discharge = 123.72 cfs <br /> Storm frequency = 1 yrs Time to peak = 734 min <br /> Time interval = 1 min Hyd. volume = 556,463 cuft <br /> Inflow hyds. = 10, 11 Contrib. drain. area = 153.350 ac <br /> Outfall - Post <br /> Q(cfs) Hyd. No. 12-- 1 Year Q(cfs) <br /> 140.00 140.00 <br /> 120.00 1 120.00 <br /> _.. <br /> 100.00 d 1 00.00 <br /> 80.00 ' 80.00 <br /> 60.00 — Mil 60.00 <br /> i 1_ <br /> 40.00 40.00 <br /> _L <br /> 20.00 20.00 <br /> _ 0., <br /> � <br /> 0.00 - 0.00 <br /> 0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 <br /> Time(min) <br /> Hyd No. 12 Hyd No. 10 Hyd No. 11 <br />