Original source · versioned page text
Attachment I - Updated Engineering Report & SWMP
The original of this document is very large (18.4 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Original PDF page 39, section 1. The text section number identifies this passage in the reader.
RESULTS Peak Catchment Runoff Flow (L/s) ue 63.2% 50% 10% 2% 1% Oore post ore Oost Ogre Oost Oore ose Ogre Oost 5 minute storm 56.18 38.73 67.94 45.09 128.46 91.60 196.32 | 176.39 | 226.09 | 209.47 10 minute storm | 51.07 45.15 61.25 57.20 116.80 98.95 173.99 | 170.27 | 19855 | 191.18 30 minute storm | 40.11 34.78 48.27 41.12 98.13 98.89 139.95 | 123.85 | 161.35 | 145.22 60 minute storm | 32.72 27.72 39.55 32.56 68.43 70.59 130.65 | 130.16 | 152.69 | 152.40 120 minute storm] 20.42 19.98 24.88 24.10 38.15 36.32 100.42 92.91 117.92 | 10414 * Within 5% of prede Maximum Tank Depth (mm) AEP 63.2% 50% 10% 2% 1% 5 minute storm 261 325 592 776 797 10minute storm 327 391 666 771 785 30 minute storm 230 295 665 732 751 60 minute storm 182 230 456 738 757 120 minute storm 161 203 400 608 698 *Maximum water depth highlighted in green velopment flow is highlighted in green. Within 10% is yellow. More than 10% is red.
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalVery large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.