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Response to oustanding issues Animal Husbandry MCU12/0184

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    roof catchment Pre development         Q10       noosa 10-Year    Duration=6 min, Inten=20B.9 mm/hr
    Prepared by {enter your company name here}                                            Printed 24/04/2013
    HydroCA[)@ 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=O.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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