Council archive · source document
Development Application Part 2 - Environmental & Stormwater Management Plans · OPW11/0335
Plans and drawings: the text below has words only, no drawings.
Very large file (49.6 MB): may take a few minutes to open.
MUSIC Model Inputs for the Essence of Peregian: Post Commercial Podium (rest., development Commercial (hotel) shops) North balance Mid balance South balance Size (ha) 0.254 0.0915 05345 0.7057 0.296 % Impervious 40 40 11 11 11 Rainfall threshold (mm/day) 1 1 1 1 1 Soil storage capacity (mm) 120 120 400 400 400 Initial storage (% of capacity) 25 25 10 10 10 field capacity (mm) 80 80 200 200 200 infiltration capacity coefficient - a 200 200 50 50 50 infiltration capacity exponent - b 1 1 1 1 1 initial depth (mm) 50 50 50 50 50 daily recharge rate (%) 25 25 25 25 25 daily baseflow rate (%) 5 5 5 5 5 daily deep seepage rate (%) 0 0 0 0 0 TSS Base flow conc. Params (Mean, Std Dev) (Log mUL) 0.78, 0.39 0.78, 0.39 1, 0.34 1, 0.34 1, 0.34 TSS Storm flow conc. Params (Mean, Std Dev) (Log mL/L) 2.16, 0.38 2.16, 0.38 2.18, 0.39 2.18, 0.39 2.18, 0.39 TP Base flow conc. Params (Mean, Std Dev) (Log mUL) -0.6, 0.5 -0.6, 0.5 -0.97, 0.31 -0.97, 0.31 -0.97, 0.31 TP Storm flow one. Params (Mean, Std Dev) (Log mL/L) -0.39, 0.34 -0.39, 0.34 -0.47, 0.31 -0.47, 0.31 -0.47, 0.31 TN Base flow conc. Params (Mean, Std Dev) (Log mUL) 0.32, 0.3 0.32, 0.3 0.2, 0.2 0.2, 0.2 0.2, 0.2 TN Storm flow conc. Params (Mean, Std Dev) (Log mUL) 0.37, 0.4 0.37, 0.4 0.26, 0.23 0.26, 0.23 0.26, 0.23 MUSIC Model Inputs for the Essence of Peregian: Post development FRoof Restaurant Size (ha) 0.111 % Impervious 100 Rainfall threshold (mm/day) 1 Soil storage capacity (mm) 400 Initial storage (% of capacity) 10 field capacity (mm) 200 infiltration capacity coefficient -a 50 infiltration capacity exponent - b 1 initial depth (mm) 50 daily recharge rate (%) 25 daily baseflow rate (%) 5 daily deep seepage rate (%) 0 TSS Base flow conc. Params (Mean, Std Dev) (Log mUL) 1, 0.34 TSS Storm flow conc. Params (Mean, Std Dev) (Log mUL) 2.18, 0.39 TP Base flow conc. Params (Mean, Std Dev) (Log mUL) -0.97, 0.31 TP Storm flow conc. Params (Mean, Std Dev) (Log mUL) -0.47, 0.31 N Base flow conc. Params (Mean, Std Dev) (Log mUL) 0.2, 0.2 TN Storm flow conc. Params (Mean, Std Dev) (Log mUL) 0.26, 0.23
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
Development Application Part 2 - Environmental & Stormwater Management PlansRelated documentApplication case desk ↗
About this file
- File size
- 49.6 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.