Supporting Documentation · Aug 15, 2024
J_2024 05 09_West Orange Stormwater Management Plan
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Show all pagesPost-Developed (O-AquaShield) NOAA 24-hr D 100-Year_Future Rainfall=11.58", P2=4.07" West Orange HydroCAD_Post Printed 5/13/2024 Page 56 Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Subcatchment 3S: PO-DA A Hydrograph Runoff 14 12.98 cfs NOAA 24-hr D 100-Year_Future Rainfall=11.58" P2=4.07" Runoff Area=78,287 sf Runoff Volume=1.415 af Runoff Depth>9.45" Flow Length=491' Tc=17.1 min CN=WQ 13 12 11 10 Flow (cfs) 9 8 7 6 5 4 3 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 21 22 23 24
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