Supporting Documentation · Aug 15, 2024
J_2024 05 09_West Orange Stormwater Management Plan
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c30154c5b2e926fb3bf094c58f5df7b46c6e758698d66ce7ef1e45733c103a5eIndexed text · page 93
Show all pagesPost-Developed (O-AquaShield) West Orange HydroCAD_Pre NOAA 24-hr D 10-Year_Future Rainfall=6.36", P2=4.07" Prepared by Burns & McDonnell Printed 5/13/2024 Page 32 HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Subcatchment 22S: PO-DA 6 Hydrograph 9 Runoff 8.07 cfs NOAA 24-hr D 10-Year_Future Rainfall=6.36" P2=4.07" Runoff Area=96,853 sf Runoff Volume=0.863 af Runoff Depth>4.66" Flow Length=491' Tc=17.0 min CN=WQ 8 7 Flow (cfs) 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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