Council archive · source document
Stormwater Reporting · RAL22/0021
Original PDF page 18, section 1. The text section number identifies this passage in the reader.
Table B4 Discharge to Noosa Drive post-development calculations Toc 8 mins Area 0.000934 km? c10 0.80 AEP 63.20% 50% 39% 20% * 10% 5% 2% 1% Intensity 112 126 138 171 200 228 263 290|mm/hr Fy 0.9 0.918 0.925 0.975 1 1.025 1.075 1.1 Cc 0.720 0.734 0.740 0.780 0.800 0.820 0.860: 0.880. Q 0.02 0.02 0.03 0.03 0.04 0.05 0.06 0.07 m>/! s =
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