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Response to Information Request - REC13/0015
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PRE DEVELOPMENT Q100 Cooroy stg noosa 100-Year Duration=6 min, Inten=301.0 mm/hr
Prepared by {enter your company name here} Printed 19/04/2013
HydroCAOO 10.00 sin 05328 @ 2011 HydroCAD Software Solutions LLC Page 8
Summary for 5ubcatchment 65: existing road reserve catchment area
Runoff = 0.10445 [email protected] hrs, Volume= 0.051 MI, Depth= 41 mm
Runoff by Rational method, Rise/Fall=1.0/1.7 xTc, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
noosa 100-Year Duration=6 min, Inten=301.0 mm/hr
Area (m2) C Description
1 247.5 1.00 ROAD+VERGE
1,247.5 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (meters) (m/m) (m/sec) (m3/s)
6.0 Direct Entry, road +verge+conc footpath
5ubcatchment 65: existing road reserve catchment area
Hydrograph
II Runoff~
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Time (hours)
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