5179Flood Report_REV_3

                                                       Callaghan & Toth



4.        URBS CATCHMENT FILE – PRE DEVELOPMENT
2 Pearson Rd Cooroy - Existing.cat
Model: Basic
Uses: L U I
Default Parameters: alpha=1.20 m=0.8
 13 Subareas of Area:
 0.0011 0.0010 0.0036 0.0032 0.0032 0.0026 0.0041
 0.0022 0.0041 0.0025 0.0031 0.0016 0.0004
Factor=1.50
Rain # 1 L=0.030 U=0.00
Route L=0.030 U=0.25
Store.
Rain # 2 L=0.015 U=0.00
Get.
Route L=0.030 U=0.25
Store.
Rain # 3 L=0.020 U=0.20 I=0.55
Get.
Route L=0.045 U=0.20
Store.
Rain # 4 L=0.020 U=0.20 I=0.55
Route L=0.056 U=0.20
Get.
Route L=0.036 U=0.50
Store.
Rain # 5 L=0.030 U=0.25 I=0.55
Store.
Rain # 6 L=0.030 U=0.25 I=0.55
Get.
Get.
Print. TMR1
Loss C=0.46
{Throws away everything up to 0.46 m3/s}
Print.TMR2
Route L=0.060 U=0.00
Store.
Factor=1.00
Rain # 7 L=0.051 U=0.00 I=0.20
Add Rain # 8 L=0.027 U=0.00 I=0.00
Get.
Route L=0.093 U=0.00
Store.
Rain # 9 L=0.033 U=0.00 I=0.00
Get.
Route L=0.039 U=0.00
Store.
Rain # 10 L=0.075 U=0.00 I=0.02
Add Rain # 11 L=0.066 U=0.00 I=0.00
Get.
Store.
Rain # 12 L=0.022 U=0.00 I=0.00
Store.
Rain # 13 L=0.018 U=0.00 I=0.00
Get.
Get.
Print. OUT
End of Catchment Definition.


                                                                 H
2035 2 Pearsons Road – Flood Study – Revision 3     April 2021