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Appendix E - Integrated Water Management Plan
Attached to the e-mail Multiple Housing Type 3 Retirement & Special Needs (48 units) - MCU18/0009.
Plans and drawings: the text below has words only, no drawings.
Original PDF page 51, section 1. The text section number identifies this passage in the reader.
CARRAMAR TEWANTIN - DEVELOP.CAT
Model: Basic
Uses: L U I
Default Parameters: alpha=2.00 m=0.80
17 Subareas of Area:
0.000400 0.000265 0.000446 0.000498 0.000775
0.000426 0.000983 0.000298 0.000382 0.000202
0.000530 0.000530 0.000561 0.000561 0.000336
0.000478 0.000530
Factor=1.90
{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=0.021 U=1.00 I=0.00
Add Rain # 2 L=0.015 U=0.50 I=0.14
Store.
Rain # 3 L=0.020 U=0.50 I=0.22
Store.
Rain # 4 L=0.022 U=0.50 I=0.15
Store.
Rain # 5 L=0.021 U=0.00 I=0.11
Store.
Rain # 6 L=0.041 U=0.50 I=0.43
Store.
Rain # 7 L=0.010 U=0.50 I=0.45
Get.
Get.
Route L=0.030 U=0.50
Store.
Rain # 8 L=0.010 U=1.00 I=1.00
Store.
Rain # 9 L=0.045 U=1.00 I=1.00
Add Rain # 10 L=0.029 U=1.00 I=1.00
Store.
Rain # 11 L=0.020 U=1.00 I=1.00
Store.
Rain # 12 L=0.020 U=1.00 I=1.00
Get.
Route L=0.030 U=1.00
Store.
Rain # 13 L=0.017 U=1.00 I=1.00
Get.
Store.
Rain # 14 L=0.024 U=1.00 I=1.00
Store.
Rain # 15 L=0.022 U=1.00 I=1.00
Store.
Rain # 16 L=0.038 U=1.00 I=1.00
Store.
Rain # 17 L=0.026 U=1.00 I=1.00
Get.
Get.
Route L=0.027 U=1.00
Get.
Get.
Print. BAS_IN
{DETENTION BASIN ANALYSIS}
Dam Route VBF = 0. Number = 8
{THOU M3 CUMEC}
0.000 0.000
0.040 0.050
0.065 0.065
0.085 0.080
0.095 0.095
0.103 0.115
[OCR of page images]
CARRAMAR TEWANTIN - DEVELOP.CAT
Model: Basic
Uses: LUI
Default Parameters: alpha=2.00 m=0.80
17 Subareas of Area:
0.000400 0.000265 0.000446 0.000498 0.000775
0.000426 0.000983 0.000298 0.000382 0.000202
0.000530 0.000530 0.000561 0.000561 0.000336
0.000478 0.000530
Factor=1.90
{ 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=0.021 U=1.00 I=0.00
Add Rain # 2 L=0.015 U=0.50 I=0.14
Store.
Rain # 3 L=0.020 U=0.50 I=0.22
Store.
Rain # 4 L=0.022 U=0.50 I=0.15
Store.
Rain # 5 L=0.021 U=0.00 I=0.11
Store.
Rain # 6 L=0.041 U=0.50 I=0.43
Store.
Rain # 7 L=0.010 U=0.50 I=0.45
Get.
Get.
Route L=0.030 U=0.50
Store.
Rain # 8 L=0.010 U=1.00 I=1.00
Store.
Rain # 9 L=0.045 U=1.00 I=1.00
Add Rain # 10 L=0.029 U=1.00 I=1.00
Store.
Rain # 11 L=0.020 U=1.00 I=1.00
Store.
Rain # 12 L=0.020 U=1.00 I=1.00
Get.
Route L=0.030 U=1.00
Store.
Rain # 13 L=0.017 U=1.00 I=1.00
Get.
Store.
Rain # 14 L=0.024 U=1.00 I=1.00
Store.
Rain # 15 L=0.022 U=1.00 I=1.00
Store.
Rain # 16 L=0.038 U=1.00 I=1.00
Store.
Rain # 17 L=0.026 U=1.00 I=1.00
Get.
Get.
Route L=0.027 U=1.00
Get.
Get.
Print. BAS_IN
{DETENTION BASIN ANALYSIS}
Dam Route VBF= 0. Number = 8
{THOU M3 CUMEC}
0.000 0.000
0.040 0.050
0.065 0.065
0.085 0.080
0.095 0.095
0.103 0.115
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