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MCU14/0106 Appendix E - Engineering Report
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Noosa Civic
Stormwater Management Plan
Table 3-2 MUSIC Model Meteorological Data and Rainfall-Runoff Parameters
Source Node Treatment Type
Rainfall station Noosa Shire Council – Cooroy Composite – Station 40059
Time step 6 minute
Modelling period 1/01/1973 - 31/12/1989
Mean annual rainfall (mm) 1600
Evapotranspiration Cooroy Composite – Station 40059
(Reference: Table 3.1, Water by Design, 2010)
Rainfall runoff parameters Urban Residential (Reference: Table 3.7 Water by Design, 2010)
Pollutant export parameters Urban Residential split catchments (Reference: Table 3.8 Water by Design, 2010)
3.2.1 Full Site Treatment
A split land use catchment breakdown was adopted in the model. Details of the catchment breakdown and
source nodes are provided in Table 3-3, with the model layout presented below in Schematic 1.
Schematic 1 – Full site treatment MUSIC Model Layout
Table 3-3 Full Site Treatment Basin MUSIC Catchment Parameters
MUSIC Node Description Area Land Use Total
(ha) Impervious
(%)
Car Park and Road All car park areas and new 2.344 Commercial 75%
roads
Green Areas All landscape areas 0.877 5%
Roof All roof areas 2.739 100%
Walkways and Hardstand All walking paths and 1.026 80%
general public areas
QIC Noosa Civic Pty Ltd Version 1 November 2014
Appendix D - SMP.docx Page 6
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