5179Flood Report_REV_3

                                                     Callaghan & Toth



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=0.078 U=0.00
Store.
Factor=1.0
Rain # 7 L=0.072 U=0.00 I=0.45
Factor=1.5
Add Rain # 8 L=0.036 U=0.20 I=0.55
Store.
Factor=1.0
Rain # 9 L=0.045 U=0.00 I=0.17
Factor=1.5
Add Rain # 10 L=0.030 U=0.20 I=0.55
Get.
Get.
Route L=0.030 U=0.50
Store.
Rain # 11 L=0.020 U=0.25 I=0.55
Get.
Route L=0.027 U=0.50
Store.
Rain # 12 L=0.020 U=0.25 I=0.60
Route L=0.020 U=0.50
Get.
Route L=0.062 U=0.00
Add Rain # 13 L=0.020 U=0.70 I=0.15
Print. BASIN
Dam Route VBF=0.0 Number=6
{THOU M3 CUMEC}
   0.000 0.00


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