Referenced Document - REC13/0015

Post DEVELOPMENT Q10Cooroy stg 1 noosa 10-Year Duration=10 min, Inten=173.2 mrnlhr
Prepared by {enter your company name here}                                                    Printed 19/04/2013
HydroCAOO 10.00 sIn 05328 @2011 HydroCAD Software Solutions LLC                                          Page 7

                            Summary for Subcatchment 2S: lots 1 to 4 + road

Runoff          =       0.15029 [email protected] hrs, Volume=            0.109 MI, Depth= 29 mm


Runoff by Rational method, Rise/Fall=1.0/1.7 xTc, Time Span= 0.00-3.00 hrs, dt= 0.01 hrs
noosa 10-Year Duration=10 min, Inten=173.2 mm/hr



          Area (m2)         C   Description
              3718.5     0.84   road+lots
              3,718.5           100.00% Pervious Area


         Tc     Length     Slope Velocity       Capacity   Description
  (min) (meters)           (m/m) (m/sec)          (m3/s)
    6.0                                                    Direct Entry, lots+road


                                    Subcatchment 2S: lots 1 to 4 + road

                                            Hydrograph
                                                                                                 II Runoff~


  -
   III
  ;:;-
   E
  -




   ~
  u:::
                                                                                     C=O.84




                                            1                      2                      3
                                                 Time   (hours)