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Development Application part 7 of 10 Stormwater Management Report - MCU13/0092
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innovation ingenuity ins ntion
ABN 89106 675 J56
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Appendix D - Drains Output
Basin 1 Inflow / Outflow Hydrograph and Storage Graph
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Time (mino) Time (mino)
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Time (mins) TImelmin.)
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Time (min.) Tim.Imino)
pagel22
Levell, 39 Sherwood Road [email protected] P: 07 3870 8888
Toowong QLD 4066 www.icubed.com.au F: 07 3870 8988
[OCR of page images]
icubed consulting
innovation ingenuity inspiration
ABN 89 106 675 156
Appendix D - Drains Output
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Basin 1 Inflow / Outflow Hydrograph and Storage Graph
Qi
0.09
9.08.
907
0.06 {-
0.08
0.03
0.02
9.01
Flow (cu.m/s)
0.04 |
Vs
Volume (cu.m)
D
no
0.12
20 0 60 20
Time (mins)
400) 120
on
0.08
0.08
O08
Flow (cu.m/s)
0.02
Inflow
Volume (cu.m)
20
60 80 7100 120
Time (mins)
Q10
0.16
20 80
Time (mins)
700 720 0
ate |.
at2
a4
0.08
0.05
0.08
0.02
Flow (cu.m/s)
Suton,
=
Volume (cu.m)
Q50
02
2 0 30 80
Time (mins)
40
60 80 7100 720
Time (mins)
100 120 0
018
0.16
016
0.12 |--
o4
0.08
0.08
0.02
Flow (cu.m/s)
8
Jnflow
<a
Volume (cu.m)
Q100
20 0 30 30
Time (mins)
100 420
Flow (cu.mis)
Inflow
ms
80
70
4
Volume (cu.m)
20
10
20 40 60 80
Time (mins)
Level 2, 39 Sherwood Road
Toowong QLD 4066
7100 720
Page |22
[email protected]
www. icubed.com.au
40
60 80 100 120
Time (mins)
40
60 80 400 120
Time (mins)
20
40
60 80 100 120
Time (mins)
P: 07 3870 8888
F: 07 3870 8988
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