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Wooddale 1180 Hunter existing 1-10-18 Type 1124-hr 1 year Rainfall=2.50" <br /> Prepared by{enter your company name here} Printed 1/10/2018 <br /> HydroCAD® 10.00-12 s/n 04529 ©2014 HydroCAD Software Solutions LLC Page 7 <br /> Summary for Subcatchment 1W: (new Subcat) <br /> Runoff = 0.86 cfs @ 12.05 hrs, Volume= 0.051 af, Depth= 0.89" <br /> Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-36.00 hrs, dt= 0.05 hrs <br /> Type II 24-hr 1 year Rainfall=2.50" <br /> Area (ac) CN Description <br /> 0.690 80 Small grain, SR + CR, Good, HSG C <br /> 0.690 100.00% Pervious Area <br /> Tc Length Slope Velocity Capacity Description <br /> (min) (feet) (ft/ft) (ft/sec) (cfs) <br /> 12.0 Direct Entry, <br /> Subcatchment 1W: (new Subcat) <br /> Hydrograph <br /> 0.95=/ <br /> 0.9," ®Runoff <br /> l o.esas1 <br /> 0.85= Type II 24-hr <br /> 0.8= <br /> 0.75= 1 year Rainfall=2.50" <br /> 0.7 <br /> Runoff Area=0.690 ac <br /> 0.65= <br /> 0.6 Runoff Volume=0:051 af <br /> 7, <br /> 0.5 Runoff Depth=0.89" <br /> 0.45= Tc=12.0 min <br /> LL <br /> 0.4- <br /> CN=80 <br /> 0.3 <br /> 0.2= <br /> 0.15= <br /> 0.05 . ` ass- <br /> .�� s�'R <br /> r <br /> 0 <br /> I• I I .i..l -... <br /> 1 2 3 4 5 6 7 8 9 10 11� 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 <br /> Time (hours) <br />