14-020_TentPUD_Completeness_2017-0807_PostDev Type IA 24-hr WO Rainfall=1.40" <br />Prepared by Microsoft Printed 8/11/2017 <br />HydroCADO 10.00-16 s/n 09344 © 2015 HydroCAD Software Solutions LLC Page 29 <br />Summary for Reach G1: Existing East Gutter <br />Inflow Area = 0.540 ac, 46.53% Impervious, Inflow Depth = 0.67" for WO event <br />Inflow = 0.06 cfs @ 8.00 hrs, Volume= 0.030 of <br />Outflow = 0.06 cfs @ 8.00 hrs, Volume= 0.030 af, Atten= 0%, Lag= 0.1 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Max. Velocity= 2.65 fps, Min. Travel Time= 0.1 min <br />Avg. Velocity = 1.74 fps, Avg. Travel Time= 0.1 min <br />Peak Storage= 0 cf @ 8.00 hrs <br />Average Depth at Peak Storage= 0.05' <br />Bank-Full Depth= 0.25' Flow Area= 0.6 sf, Capacity= 5.00 cfs <br />0.00' x 0.25' deep channel, n= 0.013 Asphalt, smooth <br />Side Slope Z-value= 20.0 0.1 Top Width= 5.03' <br />Length= 8.0' Slope= 0.08257' <br />Inlet Invert= 878.16', Outlet Invert= 877.50' <br />Summary for Reach G2: Existing West Gutter <br />Inflow Area = 0.915 ac, 15.16% Impervious, Inflow Depth = 0.38" for WO event <br />Inflow = 0.05 cfs @ 8.06 hrs, Volume= 0.029 of <br />Outflow = 0.05 cfs @ 8.06 hrs, Volume= 0.029 af, Atten= 0%, Lag= 0.2 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Max. Velocity= 2.47 fps, Min. Travel Time= 0.3 min <br />Avg. Velocity = 1.69 fps, Avg. Travel Time= 0.4 min <br />Peak Storage= 1 cf @ 8.06 hrs <br />Average Depth at Peak Storage= 0.04' <br />Bank-Full Depth= 0.25' Flow Area= 0.6 sf, Capacity= 4.99 cfs <br />0.00' x 0.25' deep channel, n= 0.013 Asphalt, smooth <br />Side Slope Z-value= 0.1 20.07' Top Width= 5.03' <br />Length= 40.0' Slope= 0.0820'/' <br />Inlet Invert= 878.16', Outlet Invert= 874.88' <br />