Original source · versioned page text
Appendix F
11
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2010 by Autodesk, Inc. v9.25 Tuesday, Apr 5, 2011
Hyd. No. 1
pre developed catchment 1 & 2
Hydrograph type = Rational Peak discharge = 0.067 cms
Storm frequency = 10 yrs Time to peak = 8 min
Time interval = 1 min Hyd. volume = 42.0 cum
Drainage area = 0.183 hectare Runoff coeff. = 0.7
Intensity = 190.532 mm/hr Tc by User = 8.00 min
IDF Curve = NOOSA.IDF Asc/Rec limb fact = 1/1.6
pre developed catchment 1 & 2
Q (cms) Q (cms)
Hyd. No. 1 -- 10 Year
0.090 0.090
0.060 0.060
0.030 0.030
0.000 0.000
0 2 4 6 8 10 12 14 16 18 20 22
Time (min)
Hyd No. 1
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.