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Response to Information Request - REC13/0015
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PRE DEVELOPMENT Q10 Cooroy stg 1 noosa 10-Year Duration=6 min, Inten=208.9 mrnlhr
Prepared by {enter your company name here} Printed 19/04/2013
HydroCAD<ID 10.00 sIn 05328 @ 2011 HydroCAD Software Solutions LLC Page 5
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: lots 1 to 4 less Runoff Area=2,195.0 m2 0.00% Impervious Runoff Depth=13 mm
Tc=10.0 min C=0.74 Runoff=0.05663 m3/s 0.027 MI
5ubcatchment 55: Existing roof+drive area Runoff Area=276.0 m2 0.00% Impervious Runoff Depth=25 mm
Tc=6.0 min C=0.90 Runoff=0.01443 m3/s 0.007 MI
5ubcatchment 65: existing road reserve Runoff Area=1 ,247.5 m2 0.00% Impervious Runoff Depth=24 mm
Tc=6.0 min C=0.86 Runoff=0.06234 m3/s 0.030 MI
Reach 4R: (new Reach) Inflow=0.13341 m3/s 0.065 MI
Outflow=0.13341 m3/s 0.065 MI
Total Runoff Area = 0.3719 ha Runoff Volume = 0.065 MI Average Runoff Depth = 17 mm
100.00% Pervious = 0.3719 ha 0.00% Impervious = 0.0000 ha
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