14-020_TentPUD_StmDes Type IA 24-hr 10 yr Rainfall=4.46" <br />Prepared by Microsoft Printed 2/18/2017 <br />HydroCAD® 10.00-16 s/n 09344 @2015 HydroCAD Software Solutions LLC Page 6 <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= 0.30007' <br />Inlet Invert= 800.00', Outlet Invert= 794.00' <br />f <br />Summary for Reach L2: 38' Wide Section <br />Inflow = 0.16 cfs,@ 10.62 hrs, Volume= 0.206 of <br />Outflow = 0.16 cfs @ 10.64 hrs, Volume= 0.206 af, Atten= 0%, Lag= 1.2 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Max. Velocity= 0.17 fps, Min. Travel Time= 1.9 min <br />Avg. Velocity= 0.13 fps, Avg. Travel Time= 2.6 min <br />Peak Storage= 18 cf @ 10.64 hrs <br />Average Depth at Peak Storage= 0.02' <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= 0.30007' <br />Inlet Invert= 800.00', Outlet Invert= 794.00' <br />f <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 = 2.71" for 10 yr event <br />Inflow = 0.09 cfs @ 9.38 hrs, Volume= 0.103 of <br />Outflow = 0.09 cfs @ 9.39 hrs, Volume= 0.103 af, Atten= 0%, Lag= 0.5 min <br />Routing by Dyn-Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs <br />Max. Velocity= 3.12 fps, Min. Travel Time= 0.7 min <br />Avg. Velocity = 2.33 fps, Avg. Travel Time= 0.9 min <br />