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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 [3.125] 100yr 15min max [3.907] 100yr 20min max [3.792] 100yr 25min max [4.050]
100yr 30min max [3.820] 100yr 45min max [3.412] 100yr 60min max [3.880] 100yr 90min max [3.154]
100yr 120min max [3.047] 100yr 180min max [2.193] 100yr 270min max [2.012] 100yr 360min max [1.588]
100yr 540min max [1.605] 100yr 720min max [1.690] 100yr 1080min max [1.234] 100yr 1440min max [1.288]
100yr 2160min max [0.926] 100yr 2880min max [0.893] 100yr 4320min max [0.682]
4.0
3.5
3.0
Total Flow [cms]
2.5
2.0
1.5
1.0
0.5
0.0
1AM 2AM 3AM
1 Thu Jan 2015 Time
[OCR of page images]
Total Flow [cms]
NON
oO oa
=
oa
1.0
0.5
0.0
|
Py eee
100yr 10min max [3.125]
100yr 30min max [3.820]
100yr 120min max [3.047]
100yr 540min max [1.605]
100yr 2160min max [0.926]
Post Dev [ALL STORMS]
Total Flow
100yr 15min max [3.907]
100yr 45min max [3.412]
100yr 180min max [2.193] 100yr 270min = max [2.012]
100yr 720min max [1.690] 100yr 1080min max [1.234]
100yr 2880min max [0.893] 100yr4320min max [0.682]
100yr 20min max [3.792] 100yr 25min max [4.050]
100yr 60min max [3.880] 100yr 90min max [3.154]
100yr 360min max [1.588]
100yr 1440min max [1.288]
1 Thu Jan 2015
1AM 2AM
Time
3AM
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