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Storm Water management plan · MCU12/0133.03
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Noosa Council documents
Bligh Tanner Consulting Engineers Page 12
Noosa Flexi Learning Centre Stormwater Management Plan
August 2012
Figure 3 MUSIC model schematic
10000
1000 Existing
Conventional commercial
100 development
Conventional commercial with
best practice bioretention
10
Noosa Flexi
1 Noosa Flexi with tanks
Noosa Flexi with tanks +
0.1 infiltration
Flow (ML/yr) Total Total Total
Suspended Phosphorus Nitrogen
Solids (kg/yr) (kg/yr) (kg/yr)
Figure 4: Comparison of runoff volumes and pollutant loads, which shows that the mitigated
pollutant loads are close to existing levels and well below a conventional ‘best-practice’
approach (note logarithmic scale). Actual values are presented in Table 6.
Print Date: 2 March 2020, 2:19 PM
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