Supporting Documentation · Nov 10, 2024
complete drainage report rev 9
0e69db2cf67e6dbdea5b757902b09270a6560667c8ebecd3dc74327e4422cf0dIndexed text · page 52
Show all pagesExisting Conditions NOAA 24-hr D 10-Year Rainfall=5.22" 2024-04-20 HydroCAD - Existing Prepared by Anderson Consulting Services HydroCAD® 10.20-5c s/n 06666 © 2023 HydroCAD Software Solutions LLC Printed 10/25/2024 Page 35 Summary for Link 13L: DA 3 Inflow Area = 7,751 sf, 0.00% Impervious, Inflow Depth = 2.20" for 10-Year event Inflow = 0.32 cfs @ 12.25 hrs, Volume= 1,422 cf Primary = 0.32 cfs @ 12.25 hrs, Volume= 1,422 cf, Atten= 0%, Lag= 0.0 min Routed to Link 12L : Total Primary outflow = Inflow, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs Link 13L: DA 3 Hydrograph 0.36 0.34 0.32 Inflow Primary 0.32 cfs 0.32 cfs Inflow Area=7,751 sf 0.3 0.28 0.26 0.24 Flow (cfs) 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)
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