Council archive · source document
Development Application part 2 of 2 Report and Plans MCU13/0030
Plans and drawings: the text below has words only, no drawings.
Very large file (71.1 MB): may take a few minutes to open.
post delevopment Cooroy Aged care noosa 100-Year Durafion=8 min, Infen=271.6 mm/hr
Prepared by {enter your company name here} Printed 18/0212013
[email protected] sIn 05328 @ 2011 HydroCAD Software Solutions LLC
Time span=0.00-3.00 hrs, dt=0.01 hrs, 301 points
Runoff by Rational method, Rise/Fall=1.0/1.7 xTc
Reach routing by Stor-Ind method -
Pond routing by Stor-Ind method
5ubcatchment 25: access+carpark Runoff Area=957.0 m2 100.00% Impervious Runoff Depth=46 mm
Tc=6.0 min C=1.00 Runoff=0.07221 m3/s 0.044 MI
5ubcatchment 45: new roof Runoff Area=3,574.0 m2 100.00% Impervious Runoff Depth=46 mm
Tc=6.0 min C=1.00 Runoff=0.26967 m3/s 0.163 MI
Reach 4R: (new Reach) Inflow=0.29885 m3/s 0.193 MI
Outflow=0.29885 m3/s 0.193 MI
Pond 1 P: 36sqm Peak Elev=106.305 m Storage=0.047 MI Inflow=0.34188 m3/s 0.207 MI
Outflow=0.29885 m3/s 0.193 MI
Total Runoff Area = 0.4531 ha Runoff Volume = 0.207 MI Average Runoff Depth = 46 mm
0.00% Pervious = 0.0000 ha 100.00% Impervious = 0.4531 ha
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Development Application part 2 of 2 Report and Plans MCU13/0030Related documentApplication case desk ↗
About this file
- File size
- 71.1 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.