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Stormwater calculations
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Last modified
4/16/2026 2:53:19 PM
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4/16/2026 2:52:57 PM
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Hydrograph Report <br />Hyd. No. 13 <br />PRE: AREA 3 <br />Hydrograph type <br />= SCS Runoff <br />Peak discharge <br />0.25 cfs <br />Storm frequency <br />= 1 yrs <br />Time interval <br />6 min <br />Drainage area <br />= 5.34 ac <br />Curve number = <br />61.2 <br />Basin Slope <br />= 3.2 % <br />Hydraulic length <br />720 ft <br />Tc method <br />= LAG <br />Time of conc. (Tc) <br />23 min <br />Total precip. <br />= 2.35 in <br />Distribution = <br />Type II <br />Storm duration <br />= 24 hrs <br />Shape factor <br />484 <br />Hydrograph Discharge Table <br />Time -- Outflow <br />(hrs cfs) <br />12.10 <br />0.14 <br />12.20 <br />0.22 <br />12.30 <br />0.24 <br />12.40 <br />0.25 << <br />12.50 <br />0.24 <br />12.60 <br />0.21 <br />12.70 <br />0.18 <br />12.80 <br />0.16 <br />12.90 <br />0.15 <br />13.00 <br />0.14 <br />13.10 <br />0.13 <br />13.20 <br />0.13 <br />... End <br />Page 9 <br />English <br />Total Volume = 3,058 cult <br />
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