Laserfiche WebLink
ditch capacity <br />Prepared by Loucks Associates <br />HydroCAD© 10.00 s/n 02676 © 2011 HydroCAD Software Solutions LLC <br />Summary for Reach Sta. 17+00: Ditch 14 <br />Outflow = 0.00 cfs @ 5.00 hrs, Volume= <br />0.000 of <br />Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 0.00 fps, Min. Travel Time= 0.0 min <br />Avg. Velocity = 0.00 fps, Avg. Travel Time= 0.0 min <br />Peak Storage= 0 cf @ 0.00 hrs <br />Average Depth at Peak Storage= 0.00' <br />Bank -Full Depth= 7.20' Flow Area= 277.0 sf, Capacity= 906.54 cfs <br />Custom cross-section, Length= 50.0' Slope= 0.0078'/' (102 Elevation Intervals) <br />Constant n= 0.080 Earth, long dense weeds <br />Inlet Invert= 0.00', Outlet Invert= -0.39' <br />Offset Elevation <br />(feet) (feet) <br />- 45.00 884.00 <br />- 21.00 882.00 <br />-10.00 880.00 <br />0.00 876.80 <br />20.00 880.00 <br />30.00 882.00 <br />52.00 884.00 <br />Depth End Area <br />(feet) (sq-ft) <br />0.00 0.0 <br />3.20 48.0 <br />5.20 129.0 <br />7.20 277.0 <br />Chan.Depth <br />(feet) <br />Perim. <br />(feet) <br />0.0 <br />30.8 <br />52.1 <br />98.3 <br />0.00 <br />2.00 <br />4.00 <br />7.20 <br />4.00 <br />2.00 <br />0.00 <br />Storage <br />(cubic -feet) <br />0 <br />2,400 <br />6,450 <br />13,850 <br />Discharge <br />(cfs) <br />0.00 <br />105.95 <br />387.16 <br />906.54 <br />Ditch 14 - Sta. 17+00 <br />Rainfall not specified <br />Printed 9/24/2013 <br />Page 1 <br />