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5179Flood Report_REV_3
Callaghan & Toth
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
Store.
Rain # 14 L=0.015 U=0.25 I=0.55
Route L=0.020 U=0.50
Get.
Print. OUT
End of Catchment Definition.
1 Pluviographs:
Location. ARR_TEMPORAL_DATA
14 Subareas:
1 2 3 4 5 6 7
8 9 10 11 12 13 14
End of Pluviograph Data.
End of Gauging Station Data.
7. REQUIRED STORAGE
An S-Q detention table is added to URBS catchment file Develop.Cat immediately after
subarea #13 to create catchment file Mitigate.Cat, hereafter. The S-Q data in that table is
successively adjusted until the model indicates that the adjusted storage on each line
matches the adjusted basin outflow on that line, and mimics the pre-development discharges
from the total catchment after adding the discharges from subarea #14. The resultant basin
storages, basin outflows and total outflows for each ARI are tabulated below.
ARI (yrs) Req’d Storage (m3) Basin Outflow Total Catchment Outflow
(m3/sec) (m3/sec)
100 334 0.87 0.89
20 243 0.58 0.60
5 190 0.39 0.41
1 128 0.14 0.15
2 Pearson Rd Cooroy - Mitigate.cat
Model: Basic
Uses: L U I
Default Parameters: alpha=1.20 m=0.8
14 Subareas of Area:
0.0011 0.0010 0.0036 0.0032 0.0032 0.0026 0.0024
0.0023 0.0019 0.0015 0.0054 0.0018 0.0016 0.0011
Factor=1.50
K
2035 2 Pearsons Road – Flood Study – Revision 3 April 2021
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