14-020_TentPUD_StmDes_Completeness_2017-0614 Type IA 24-hr WO Rainfall=1.40" <br />Prepared by Microsoft Printed 6/13/2017 <br />HydroCADO 10.00-16 s/n 09344 © 2015 HydroCAD Software Solutions LLC Page 18 <br />38.00' x 1.00' deep channel, n= 0.400 Sheet flow: Woods+light brush <br />Side Slope Z-value= 1.07' Top Width= 40.00' <br />Length= 20.0' Slope= 0.3000'/' <br />Inlet Invert= 800.00', Outlet Invert= 794.00' <br />Summary for Reach L2: 38' Wide Section <br />Inflow = 0.04 cfs @ 8.59 hrs, Volume= 0.033 of <br />Outflow = 0.04 cfs @ 8.61 hrs, Volume= 0.033 af, Atten= 0%, Lag= 1.7 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Max. Velocity= 0.10 fps, Min. Travel Time= 3.4 min <br />Avg. Velocity = 0.09 fps, Avg. Travel Time= 3.5 min <br />Peak Storage= 8 cf @ 8.61 hrs <br />Average Depth at Peak Storage= 0.01' <br />Bank-Full Depth= 1.00' Flow Area= 39.0 sf, Capacity= 76.97 cfs <br />38.00' x 1.00' deep channel, n= 0.400 Sheet flow: Woods+light brush <br />Side Slope Z-value= 1.07' Top Width= 40.00' <br />Length= 20.0' Slope= 0.3000'/' <br />Inlet Invert= 800.00', Outlet Invert= 794.00' <br />Summary for Reach R1: (new Reach) <br />[52] Hint: Inlet/Outlet conditions not evaluated <br />Inflow Area = 0.458 ac, 19.28% Impervious, Inflow Depth > 0.40" for WO event <br />Inflow = 0.02 cfs @ 8.25 hrs, Volume= 0.015 of <br />Outflow = 0.02 cfs @ 8.27 hrs, Volume= 0.015 af, Atten= 0%, Lag= 0.8 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Max. Velocity= 1.92 fps, Min. Travel Time= 1.1 min <br />Avg. Velocity = 1.39 fps, Avg. Travel Time= 1.6 min <br />