Original source · versioned page text
1714 IWMP_Report_Carramar_Version2 Oct 2018
Attached to the e-mail Revised Integrated Water Management Plan (Representations) MCU18/0009.
Original PDF page 48, section 1. The text section number identifies this passage in the reader.
CARRAMAR TEWANTIN - DEVBASIN.CAT
Model: Basic
Uses: L U I
Default Parameters: alpha=2.00 m=0.80
17 Subareas of Area:
0.000380 0.000330 0.000180 0.000330 0.000330
0.000140 0.000920 0.000470 0.000450 0.000440
0.000410 0.000120 0.000510 0.000560 0.000350
0.000520 0.000560
Factor=1.9
{100yr F=1.90}
{50yr F=2.00}
{20yr F=2.10}
{10yr F=2.20}
{5yr F=2.30}
{2yr F=2.40}
{1yr F=2.50}
Rain # 1 L=0.025 U=0.75 I=0.00
Add Rain # 2 L=0.015 U=0.75 I=0.00
Store.
Rain # 3 L=0.027 U=0.75 I=0.58
Add Rain # 4 L=0.022 U=0.75 I=0.34
Add Rain # 5 L=0.010 U=0.75 I=0.34
Get.
Route L=0.012 U=0.75
Store.
Rain # 6 L=0.030 U=0.75 I=0.56
Store.
Rain # 7 L=0.025 U=0.75 I=0.20
Store.
Rain # 8 L=0.037 U=0.75 I=0.58
Store.
Rain # 9 L=0.010 U=0.75 I=0.89
Get.
Route L=0.012 U=0.75
Get.
Route L=0.025 U=0.60
Store.
Add Rain # 10 L=0.010 U=0.75 I=0.93
Store.
Rain # 11 L=0.055 U=0.75 I=0.83
Add Rain # 12 L=0.035 U=0.75 I=0.93
Store.
Rain # 13 L=0.012 U=1.00 I=1.00
Store.
Rain # 14 L=0.012 U=1.00 I=1.00
Get.
Route L=0.034 U=0.75
Store.
Rain # 15 L=0.028 U=1.00 I=1.00
Store.
Rain # 16 L=0.030 U=1.00 I=1.00
Store.
Rain # 17 L=0.023 U=1.00 I=1.00
Get.
Get.
Route L=0.027 U=1.00
Get.
Print. BAS_IN
Dam Route VBF= 0. Number = 8
{Thou m3 Cumec}
0.000 0.000
0.040 0.020
0.060 0.050
0.071 0.070
0.082 0.090
0.090 0.120
0.094 0.150
0.100 0.180
[OCR of page images]
CARRAMAR TEWANTIN - DEVBASIN.CAT
Model: Basic
Uses: LUI
Default Parameters: alpha=2.00 m=0.80
17 Subareas of Area:
0.000380 0.000330 0.000180 0.000330 0.000330
0.000140 0.000920 0.000470 0.000450 0.000440
0.000410 0.000120 0.000510 0.000560 0.000350
0.000520 0.000560
Factor=1.9
{ 100yr F=1.90}
{50yr F=2.00}
{20yr F=2.10}
{ 10yr F=2.20}
{S5yr F=2.30}
{2yr F=2.40}
{ lyr F=2.50}
Rain # 1 L=0.025 U=0.75 I=0.00
Add Rain # 2 L=0.015 U=0.75 I=0.00
Store.
Rain # 3 L=0.027 U=0.75 I=0.58
Add Rain # 4 L=0.022 U=0.75 I=0.34
Add Rain # 5 L=0.010 U=0.75 I=0.34
Get.
Route L=0.012 U=0.75
Store.
Rain # 6 L=0.030 U=0.75 I=0.56
Store.
Rain # 7 L=0.025 U=0.75 I=0.20
Store.
Rain # 8 L=0.037 U=0.75 I=0.58
Store.
Rain # 9 L=0.010 U=0.75 I=0.89
Get.
Route L=0.012 U=0.75
Get.
Route L=0.025 U=0.60
Store.
Add Rain # 10 L=0.010 U=0.75 I=0.93
Store.
Rain # 11 L=0.055 U=0.75 I=0.83
Add Rain # 12 L=0.035 U=0.75 I=0.93
Store.
Rain # 13 L=0.012 U=1.00 I=1.00
Store.
Rain # 14 L=0.012 U=1.00 I=1.00
Get.
Route L=0.034 U=0.75
Store.
Rain # 15 L=0.028 U=1.00 I=1.00
Store.
Rain # 16 L=0.030 U=1.00 I=1.00
Store.
Rain # 17 L=0.023 U=1.00 I=1.00
Get.
Get.
Route L=0.027 U=1.00
Get.
Print. BAS_IN
Dam Route VBF= 0. Number = 8
{Thou m3 Cumec}
0.000 0.000
0.040 0.020
0.060 0.050
0.071 0.070
0.082 0.090
0.090 0.120
0.094 0.150
0.100 0.180
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