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Response to Information Request - MCU12/0184
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roof catchment Pre development Q10 noosa 10- Year Duration=6 min, Inten=208.9 mm/hr
Prepared by {enter your company name here} Printed 24/04/2013
HydroCAOO 10.00 sIn 05328 @ 2011 HydroCAD Software Solutions LLC Page 2
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: total roof area Runoff Area=14,653.0 m2 0.00% Impervious Runoff Depth=21 mm
Tc=6.0 min C=0.74 Runoff=0.63011 m3/s 0.306 MI
Reach 4R: (new Reach) Inflow=0.63011 m3/s 0.306 MI
Outflow=0.63011 m3/s 0.306 MI
Total Runoff Area = 1.4653 ha Runoff Volume = 0.306 MI Average Runoff Depth 21 mm =
100.00% Pervious = 1.4653 ha 0.00% Impervious 0.0000 ha
=
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