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 5 <br />Peak Storage= 4 cf @ 8.00 hrs <br />Average Depth at Peak Storage= 0.10' <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 />Summary for Reach SN : 38' Wide Section <br />Inflow Area = 0.335 ac, 0.00% Impervious, Inflow Depth = 2.34" for 10 yr event <br />Inflow = 0.16 cfs @ 8.01 hrs, Volume= 0.065 of <br />Outflow = 0.15 cfs @ 8.03 hrs, Volume= 0.065 af, Atten= 1%, Lag= 1.3 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Max. Velocity= 0.32 fps, Min. Travel Time= 2.6 min <br />Avg. Velocity = 0.25 fps, Avg. Travel Time= 3.3 min <br />Peak Storage= 24 cf @ 8.03 hrs <br />Average Depth at Peak Storage= 0.01' <br />Bank-Full Depth= 1.00' Flow Area= 39.0 sf, Capacity= 205.25 cfs <br />38.00' x 1.00' deep channel, n=0.150 Sheet flow over Short Grass <br />Side Slope Z-value= 1.07' Top Width= 40.00' <br />Length= 50.0' Slope= 0.3000'/' <br />Inlet Invert= 800.00', Outlet Invert= 785.00' <br />