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Attachment 1 - RECOR RFI Cover Letter Response_20210216
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DRAINS Modelling Results - Full Catchment Project number: 20210216 Calculations: B. Parry Street Address: 62 Gateway Drive Locality: Noosaville, NSC Date: 26/09/2022 Catchment Post-development Validation (10 min Tc) 3 3 Qy Post (m /s) OPW Qy Post (m /s) 3 A.E.P 2007/1625 DRAINS Qdiff (m /s) Qdiff (%) 63.2% AEP N/A 1.170 N/A N/A 0.5 EY 1.660 1.470 -0.190 -11% 0.2 EY 2.090 1.880 -0.210 -10% 10% AEP 2.390 2.190 -0.200 -8% 5% AEP 2.720 2.530 -0.190 -7% 2% AEP 2.880 2.930 0.050 2% 1% AEP 3.180 3.220 0.040 1% Catchment Post-development OSD Validation (10 min Tc) 3 Qy Post OSD (m /s) Qy Post OSD 3 3 A.E.P OPW 2007/1625 (m /s) DRAINS Qdiff (m /s) Qdiff (%) 63.2% AEP N/A 0.373 N/A N/A 0.5 EY 0.450 0.443 -0.007 -2% 0.2 EY 0.510 0.540 0.030 6% 10% AEP 0.620 0.663 0.043 7% 5% AEP 0.840 0.925 0.085 10% 2% AEP 1.100 1.131 0.031 3% 1% AEP 1.370 1.378 0.008 1% Catchment Post w/ OSD Comparison Qy Post Qy Post 2100 3 3 A.E.P 2100 (m3/s) OSD (m /s) Qchange (m /s) Qchange (%) Basin Depth (m) 63.2% AEP 1.170 0.373 -0.797 -68% 0.659 0.5 EY 1.470 0.443 -1.027 -70% 0.863 0.2 EY 1.880 0.540 -1.340 -71% 1.129 10% AEP 2.190 0.663 -1.527 -70% 1.206 5% AEP 2.530 0.925 -1.605 -63% 1.318 2% AEP 2.930 1.131 -1.799 -61% 1.391 1% AEP 3.220 1.378 -1.842 -57% 1.468 Catchment Q2100 Post Development Qy Post 3 3 A.E.P Qy Post (m3/s) 2100 (m /s) Qchange (m /s) Qchange (%) 63.2% AEP 1.170 1.410 0.240 20.5% 0.5 EY 1.470 1.780 0.310 21.1% 0.2 EY 1.880 2.280 0.400 21.3% 10% AEP 2.190 2.660 0.470 21.5% 5% AEP 2.530 3.060 0.530 20.9% 2% AEP 2.930 3.540 0.610 20.8% 1% AEP 3.220 3.880 0.660 20.5% Catchment Post 2100 w/ OSD Comparison Qy Post Qy Post 2100 3 3 A.E.P 2100 (m3/s) OSD (m /s) Qchange (m /s) Qchange (%) Basin Depth (m) 63.2% AEP 1.410 0.415 -0.995 -71% 0.778 0.5 EY 1.780 0.498 -1.282 -72% 1.041 0.2 EY 2.280 0.767 -1.513 -66% 1.255 10% AEP 2.660 0.960 -1.700 -64% 1.331 5% AEP 3.060 1.249 -1.811 -59% 1.429 2% AEP 3.540 1.532 -2.008 -57% 1.513 1% AEP 3.880 1.724 -2.156 -56% 1.567
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