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2 <br /> Hydrograph Report <br /> Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk,Inc.v2024 Monday,03/4/2024 <br /> Hyd. No. 1 <br /> Basin 3 -West Pod Diversion <br /> Hydrograph type = Rational Peak discharge = 18.81 cfs <br /> Storm frequency = 100 yrs Time to peak = 16 min <br /> Time interval = 1 min Hyd. volume = 0.415 acft <br /> Drainage area = 23.800 ac Runoff coeff. = 0.2 <br /> Intensity = 3.952 in/hr Tc by TR55 = 16.00 min <br /> OF Curve = Kremmling.IDF Asc/Rec limb fact = 1/1 <br /> Basin 3 -West Pod Diversion <br /> Q (cfs) Hyd. No. 1 -- 100 Year Q (cfs) <br /> 21.00 21.00 <br /> 18.00 18.00 <br /> 15.00 15.00 <br /> 12.00 12.00 <br /> 9.00 9.00 <br /> 6.00 6.00 <br /> 3.00 3.00 <br /> 0.00 0.00 <br /> 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 <br /> Hyd No. 1 Time(min) <br />