Supporting Documentation · Jun 12, 2025
241018_42 ERW_Stormwater Report_compiled
99a25514976e3afee9031d7090d4e29310e5797defd7bb986eb972e9ac7b2663Indexed text · page 102
Show all pagesNJ DEP 2-hr WQ Rainfall=1.25"240924_42 ERW Waymaker Printed 10/17/2024Prepared by Colliers Engineering & Design Page 65HydroCAD® 10.20-4b s/n 04431 © 2023 HydroCAD Software Solutions LLC Summary for Reach DP1-P: (new Reach) [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 2.922 ac, 29.00% Impervious, Inflow Depth = 0.01" for WQ event Inflow = 0.11 cfs @ 1.16 hrs, Volume= 0.003 af Outflow = 0.11 cfs @ 1.16 hrs, Volume= 0.003 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Reach DP1-P: (new Reach) Inflow Outflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 Inflow Area=2.922 ac 0.11 cfs 0.11 cfs This document was created by an application that isn’t licensed to use novaPDF. Purchase a license to generate PDF files without this notice.
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