Supporting Documentation · Jul 16, 2024
Drainage Report
49ec4d438ccec1138eb1cca049f5c30de587fe1769e55e2560bd7c9eea462d6cIndexed text · page 103
Show all pagesBasin 2-1 Proposed Basin 2-1 R5 NOAA 24-hr D 10-Year Rainfall=5.22" Prepared by Anderson Consulting Services Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC Page 15 Summary for Subcatchment 34S: Pre-dev basin 2 All Runoff = 13.90 cfs @ 12.46 hrs, Volume= 1.960 af, Depth= 2.20" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10-Year Rainfall=5.22" Area (sf) CN Description 465,453 70 Woods, Good, HSG C Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 14.4 100 0.0500 0.12 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.44" 17.6 1,260 0.0570 1.19 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 31.9 1,360 Total Subcatchment 34S: Pre-dev basin 2 All Hydrograph Runoff 15 13.90 cfs 14 13 NOAA 24-hr D 12 10-Year Rainfall=5.22" 11 Runoff Area=465,453 sf 10 Runoff Volume=1.960 af 9 Flow (cfs) 8 Runoff Depth=2.20"
Runoff Volume=1.960 af 9 Flow (cfs) 8 Runoff Depth=2.20" 7 Flow Length=1,360' 6 Tc=31.9 min 5 4 CN=70/0 3 2 1 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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