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Attachment D amended SWMP
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
6.2.1.3 Model Selection, Assumption & Removal Effectiveness
In accordance with the Water by Design MUSIC Modelling Guidelines, split catchment methods were used for
the source Nodes utilizing modified % impervious area. Also, rainfall threshold, soil properties & pollutant
concentration input values were sourced from the guideline.
The MUSIC modelling inputs for the rainfall source nodes are shown below.
Table 9 - Music Source Parameters
Source Node Parameters – Sub Catchments Commercial
Rainfall Threshold (mm/day) 1
Soil Storage Capacity (mm) 18
Initial Storage (% of Capacity) 10
Field Capacity 80
Infiltration Capacity Coefficient - a 243
Rainfall -
Runoff
Infiltration Capacity Exponent - b 0.60
Initial Depth (mm) 50
Daily Recharge Rate (%) 0
Daily Base flow Rate (%) 31
Daily Deep Seepage Rate (%) 0
Base flow and Storm flow parameters for TSS, TP and TN for roofs, roads and ground levels were sourced from
Water by Design MUSIC Modelling Guidelines. Refer below for a summary of the parameters where used for
the model.
Table 10 – Commercial Source Node MUSIC Input Parameters
TSS log10 values TP log10 values TN log10 values
Surface
Flow Type
Type
Mean St. dev. Mean St. dev. Mean St. dev.
Roof N/A N/A N/A N/A N/A N/A
Baseflow
parameters
Roads 0.780 0.390 -0.600 0.500 0.320 0.300
Ground 0.780 0.390 -0.600 0.500 0.320 0.300
Roof 1.300 0.380 -0.890 0.340 0.370 0.340
Stormflow
parameters
Roads 2.430 0.380 -0.300 0.340 0.370 0.340
Ground 2.160 0.380 -0.390 0.340 0.370 0.340
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