Original source · versioned page text
1209 SWQMP Report_3 2013
roof catchment Post development Q10 noosa 10-Year Duration=6 min, Inten=208.9 mm/hr
Prepared by {enter your company name here} Printed 24/04/2013
HydroCAD® 10.00 s/n 05328 © 2011 HydroCAD Software Solutions LLC Page 3
Summary for Subcatchment 2S: total roof area
Runoff = 0.85149 [email protected] hrs, Volume= 0.413 Ml, Depth= 28 mm
Runoff by Rational method, Rise/Fall=1.0/1.7 xTc, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
noosa 10-Year Duration=6 min, Inten=208.9 mm/hr
Area (m²) C Description
14,653.0 1.00 LIGHT GRASS ON clay
14,653.0 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (meters) (m/m) (m/sec) (m³/s)
5.0 Direct Entry, metal
5.0 0.0 Total, Increased to minimum Tc = 6.0 min
Subcatchment 2S: total roof area
Hydrograph
0.85149 m³/s Runoff
0.9
noosa 10-Year
0.8 Duration=6 min,
0.7 Inten=208.9 mm/hr
0.6 Runoff Area=14,653.0 m²
Flow (m³/s)
Runoff Volume=0.413 Ml
0.5 Runoff Depth=28 mm
0.4 Tc=6.0 min
0.3 C=1.00
0.2
0.1
0
0 1 2 3
Time (hours)
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.