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Referenced Document - MCU30/0030 · MCU13/0030
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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
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