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Response to Information Request - MCU12/0184
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Catchment A +dam detention Q10 Coo noosa 10-Year Ouration=20 min, Inten=127.9 mm/hr
Prepared by {enter your company name here} Printed 24/04/2013
[email protected] 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: Half catchment A Runoff Area=56,815.0 m2 0.00% Impervious Runoff Depth=37 mm
Tc=23.0 min C=0.74 Runoff=1.29046 m3/s 2.105 MI
5ubcatchment 65: Half catchment A Runoff Area=56,815.0 m2 0.00% Impervious Runoff Depth=37 mm
Tc=23.0 min C=0.74 Runoff=1.29046 m3/s 2.105 MI
Reach 4R: (new Reach) Inflow=1.90082 m3/s 4.176 MI
Outflow=1.90082 m3/s 4.176 MI
Pond 4P: (new Pond) Peak Elev=125.255 m Storage=0.685 MI Inflow=1.29046 m3/s 2.105 MI
Outflow=0.95041 m3/s 2.088 MI
Pond 7P: (newPond) Peak Elev=125.255 m Storage=0.685 MI Inflow=1.29046 m3/s 2.105 MI
Outflow=0.95041 m3/s 2.088 MI
Total Runoff Area = 11.3630 ha Runoff Volume = 4.209 MI Average Runoff Depth 37 mm =
100.00% Pervious = 11.3630 ha 0.00% Impervious 0.0000 ha
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