14-020_TentPUD_Completeness_2017-0807_PreDev Type IA 24-hr 10 yr Rainfall=4.46" <br />Prepared by Microsoft Printed 8/11/2017 <br />HydroCADO 10.00-16 s/n 09344 © 2015 HydroCAD Software Solutions LLC Page 4 <br />1.00' x 0.50' deep channel, n= 0.150 Sheet flow over Short Grass <br />Side Slope Z-value= 2.07' Top Width= 3.00' <br />Length= 50.0' Slope= 0.0500'/' <br />Inlet Invert= 886.20', Outlet Invert= 883.70' <br />Summary for Reach G1: Existing East Gutter <br />Inflow Area = 0.449 ac, 30.93% Impervious, Inflow Depth = 2.92" for 10 yr event <br />Inflow = 0.30 cfs @ 8.00 hrs, Volume= 0.109 of <br />Outflow = 0.30 cfs @ 8.00 hrs, Volume= 0.109 af, Atten= 0%, Lag= 0.0 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Max. Velocity= 3.94 fps, Min. Travel Time= 0.0 min <br />Avg. Velocity = 2.41 fps, Avg. Travel Time= 0.1 min <br />Peak Storage= 1 cf @ 8.00 hrs <br />Average Depth at Peak Storage= 0.09' <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 = 0.709 ac, 0.00% Impervious, Inflow Depth = 2.34" for 10 yr event <br />Inflow = 0.38 cfs @ 8.00 hrs, Volume= 0.138 of <br />Outflow = 0.38 cfs @ 8.00 hrs, Volume= 0.138 af, Atten= 0%, Lag= 0.0 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Max. Velocity= 4.18 fps, Min. Travel Time= 0.2 min <br />Avg. Velocity = 2.69 fps, Avg. Travel Time= 0.2 min <br />