Council archive · source document
Stormwater Management Plan · MCU15/0122
Attached to the e-mail MCU15/0122 Development Application - Stormwater Management Plan Email 3 of 5..
Plans and drawings: the text below has words only, no drawings.
Original PDF page 20, section 1. The text section number identifies this passage in the reader.
15099 - SBSMP/2
Page 20
6.2.4 MUSIC Modelling Parameters
The MUSIC model was set up in accordance with the Water-By-Design ‘MUSIC Modelling
Guidelines for South East Queensland’ to the parameters listed in Table 6.6 and Table 6.7.
Table 6.6 – MUSIC Parameters
Parameter Data Used
Rainfall Data Rainfall Station 40059, COOROY 1973 to 1983
Modelling Timestep 6 minutes
Routing No routing drain links were adopted
Table 6.7 – Catchment Runoff Generation Parameters
Urban Commercial
Parameter
Catchment
Rainfall Threshold 1
Soil Storage Capacity (mm) 18
Initial Storage Capacity (% capacity) 10
Field Capacity (mm) 80
Infiltration Capacity Coefficient a 243
Infiltration Capacity Coefficient b 0.60
Initial Depth (mm) 50
Daily Recharge Rate (%) 0
Daily Baseflow Rate (%) 31
Daily Deep Seepage Rate (%) 0
Site Based Stormwater Management Plan
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Stormwater Management Plan.pdfRelated documentApplication case desk ↗
About this file
- File size
- 7.2 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.