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Glen - REC13/0146 Flood Study BSM 30 April 2014. Email 2 Attachment 2
Attached to the e-mail REC13/0146 - Response to Information Request - Email 2.
Table 17: NODE EASTERN TRIBUTARY OnNoahwhd = NVNUNMAAHABBAAAA AH OG NH COANDAHKRWNH =O WESTERN TRIBUTARY 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Predicted 10 Year To 50 Year Flood Levels (m) And Affluxes (m) (Pre-Development Levels Are Based On Existing Floodplain Condition) (Post-Development Levels Are Based On Proposed Floodplain Condition) (Yellow shading indicates areas within site) PRE-DEV POST-DEV AFFLUX 103.013 103.000 101.605 101.553 101.447 100.920 100.903 100.415 100.404 100.428 100.375 100.305 100.002 99.956 99.877 99.604 99.347 99.180 98.931 98.173 98.111 97.938 100.977 100.777 100.377 100.287 100.147 100.021 99.888 99.604 99.379 99.347 99.153 98.934 98.172 98.111 98.043 97.823 97.224 103.013 103.001 101.509 101.305 100.949 100.946 100.923 100.635 100.616 100.615 100.568 100.386 100.037 99.996 99.875 99.600 99.342 99.176 98.928 98.170 98.108 97.934 100.998 100.777 100.504 100.364 100.277 100.097 100.957 99.614 99.377 99.343 99.151 98.931 98.169 98.108 98.039 97.819 97.221 0.00 0.00 -0.10 -0.25 -0.50 0.03 0.02 0.22 0.21 0.19 0.19 0.08 0.04 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.13 0.08 0.13 0.08 1.07 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 103.045 103.028 101.654 101.611 101.484 100.983 100.963 100.552 100.538 100.532 100.476 100.405 100.031 100.000 99.930 99.678 99.441 99.252 99.022 98.272 98.200 98.066 101.047 100.831 100.438 100.346 100.213 100.079 99.946 99.663 99.494 99.448 99.216 99.025 98.271 98.200 98.163 97.935 97.333 103.044 103.027 101.599 101.366 100.973 100.967 100.938 100.751 100.716 100.723 100.673 100.506 100.151 100.051 99.930 99.678 99.441 99.252 99.021 98.271 98.199 98.065 101.078 100.850 100.577 100.438 100.346 100.170 100.033 99.668 99.494 99.448 99.216 99.025 98.271 98.199 98.162 97.934 97.332 PRE-DEV POST-DEV AFFLUX 0.00 0.00 -0.05 -0.25 -0.51 -0.02 -0.02 0.20 0.18 0.19 0.20 0.10 0.12 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.02 0.14 0.09 0.13 0.09 0.09 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 103.083 103.059 101.723 101.679 101.530 101.009 100.979 100.634 100.604 100.627 100.572 100.518 100.144 100.055 99.999 99.737 99.541 99.318 99.121 98.381 98.299 98.210 101.123 100.890 100.504 100.411 100.282 100.144 100.007 99.730 99.649 99.555 99.273 99.124 98.381 98.299 98.280 98.045 97.445 103.082 103.058 101.702 101.452 100.989 100.982 100.948 100.811 100.778 100.787 100.726 100.580 100.234 100.135 99.998 99.737 99.539 99.317 99.119 98.379 98.297 98.207 101.167 100.930 100.662 100.521 100.426 100.253 100.115 99.735 99.647 99.554 99.272 99.122 98.379 98.297 98.278 98.043 97.443 PRE-DEV POST-DEV AFFLUX 0.00 0.00 -0.02 -0.23 -0.54 -0.03 -0.03 0.18 0.17 0.16 0.15 0.06 0.09 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.16 0.11 0.14 0.11 0.11 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Brisbane Stormwater Management Pty Ltd Document File: WalkevSDF.Doc Page 15
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