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Stormwater Report.pdf
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Stormwater Report.pdf
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4/28/2021 10:25:13 PM
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4/13/2020 11:45:13 AM
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Benedicting Innsbruck Hydro MN-New Brighton 24-hr S1 2-yr Rainfall=2.84" <br /> Prepared by Sunde Engineering Printed 2/13/2020 <br /> HydroCAD® 10.00-20 s/n 02350 ©2017 HydroCAD Software Solutions LLC Page 25 <br /> Peak Elev= 942.29' @ 12.05 hrs <br /> Device Routing Invert Outlet Devices <br /> #1 Primary 941.97' 12.0" Round Culvert <br /> L= 64.0' RCP, sq.cut end projecting, Ke= 0.500 <br /> Inlet/ Outlet Invert= 941.97' /941.07' S= 0.0141 '/' Cc= 0.900 <br /> n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf <br /> Primary OutFlow Max=0.42 cfs @ 12.05 hrs HW=942.29' (Free Discharge) <br /> 4-1=Culvert (Inlet Controls 0.42 cfs @ 1.93 fps) <br /> Summary for Pond 22P: <br /> Inflow Area = 14,935 sf, 40.01% Impervious, Inflow Depth = 1.52" for 2-yr event <br /> Inflow = 0.75 cfs @ 12.04 hrs, Volume= 1,896 cf <br /> Outflow = 0.75 cfs @ 12.04 hrs, Volume= 1,896 cf, Atten= 0%, Lag= 0.0 min <br /> Primary = 0.75 cfs @ 12.04 hrs, Volume= 1,896 cf <br /> Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs <br /> Peak Elev= 941.51' @ 12.04 hrs <br /> Device Routing Invert Outlet Devices <br /> #1 Primary 941.07' 12.0" Round Culvert <br /> L= 58.0' RCP, sq.cut end projecting, Ke= 0.500 <br /> Inlet/Outlet Invert= 941.07' /940.26' S= 0.0140 '/' Cc= 0.900 <br /> n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf <br /> Primary OutFlow Max=0.74 cfs @ 12.04 hrs HW=941.50' (Free Discharge) <br /> L1=Culvert (Inlet Controls 0.74 cfs @ 2.24 fps) <br /> Summary for Pond 23P: <br /> Inflow Area = 22,637 sf, 36.30% Impervious, Inflow Depth = 1.41" for 2-yr event <br /> Inflow = 1.08 cfs @ 12.05 hrs, Volume= 2,661 cf <br /> Outflow = 1.08 cfs @ 12.05 hrs, Volume= 2,661 cf, Atten= 0%, Lag= 0.0 min <br /> Primary = 1.08 cfs @ 12.05 hrs, Volume= 2,661 cf <br /> Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs <br /> Peak Elev= 940.80' @ 12.05 hrs <br /> Device Routing Invert Outlet Devices <br /> #1 Primary 940.26' 12.0" Round Culvert <br /> L= 52.0' RCP, sq.cut end projecting, Ke= 0.500 <br /> Inlet/ Outlet Invert= 940.26' /939.53' S= 0.0140 '/' Cc= 0.900 <br /> n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf <br /> Primary OutFlow Max=1.06 cfs @ 12.05 hrs HW=940.79' (Free Discharge) <br /> 4-1=Culvert (Inlet Controls 1.06 cfs @ 2.49 fps) <br />
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