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17155 - Stormwater Quantity Assessment Letter - Rev 0 · OPW17/0612
Attached to the e-mail Operational Works Application OPW17/0612 1 of 2 – Precinct E2 Noosa Springs, Noosa Heads - (MCU15/0109).
Post Dev [ALL STORMS]
Total Flow
100yr 10min max [2.839] 100yr 15min max [3.560] 100yr 20min max [3.260] 100yr 25min max [3.737]
100yr 30min max [3.532] 100yr 45min max [3.137] 100yr 60min max [3.602] 100yr 90min max [2.922]
100yr 120min max [2.834] 100yr 180min max [2.106] 100yr 270min max [1.987] 100yr 360min max [1.587]
100yr 540min max [1.637] 100yr 720min max [1.678] 100yr 1080min max [1.278] 100yr 1440min max [1.314]
100yr 2160min max [0.947] 100yr 2880min max [0.916] 100yr 4320min max [0.690]
3.5
3.0
2.5
Total Flow [cms]
2.0
1.5
1.0
0.5
0.0
1 Thu 1AM 2AM 3AM
Jan 2015 Time
[OCR of page images]
Total Flow [cms]
100yr 10min max [2.839]
100yr 30min max [3.532]
100yr 120min max [2.834]
100yr 540min max [1.637]
100yr 2160min max [0.947]
N
on
N
°o
=
o1
1.0
0.5
Post Dev [ALL STORMS]
Total Flow
100yr 15min max [3.560]
100yr 45min max [3.137]
100yr 20min max [3.260] 100yr 25min max [3.737]
100yr 60min max [3.602] 100yr 90min max [2.922]
100yr 180min max [2.106] 100yr 270min max [1.987] 100yr 360min max [1.587]
100yr 720min max [1.678] 100yr 1080min max [1.278] 100yr 1440min max [1.314]
100yr 2880min max [0.916] 100yr4320min max [0.690]
Yl
0.0-4
1 Thu
Jan 2015
1AM
eee
oo MN b, —_———)
md SSS
—_
2AM 3AM
Time
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