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B07056.W-01A Complete - Stormwater [As Published] · 132007.2398
Appendix C
WEIR CALCULATIONS
Filename: H:\B07\050-099\B07056 - RSL Care Cooroy.WW\Misc\[Weir Calcs MS 071017.xls]design ds_weir-data
Date: 22/10/2007
By: MS
Northern Dam Northern Dam
North XS 1 - Dam Weir North XS 2 - Dam Weir on other side of boundary
WSL (m AHD) 100.062 WSL (m AHD) 99.684
Flow (m3/s) 2.91 Flow (m3/s) 2.91
Weir Flow Coefficient 1.66 Weir Flow Coefficient 1.66
Chainage RL (m AHD) P (m) D (m) Q (m3/s) Extents Chainage RL (m AHD) P (m) D (m) Q (m3/s) Extents
0.00 100.25 0.00 100.32
5.68 99.99 1.57 0.04 0.02 4.11 3.55 100.00
9.19 99.83 3.51 0.15 0.35 6.34 99.75
22.79 99.89 13.60 0.20 2.05 9.09 99.50 2.02 0.09 0.09 7.07
30.01 100.00 7.22 0.12 0.48 12.83 99.50 3.74 0.18 0.49
31.97 100.15 0.81 0.03 0.01 30.82 17.96 99.60 5.13 0.13 0.42
46.52 100.07 20.46 99.50 2.50 0.13 0.20
51.80 100.25 24.06 99.36 3.60 0.25 0.76
54.36 100.34 27.66 99.5 3.60 0.25 0.76
56.26 100.5 32.71 99.75 3.72 0.09 0.17 31.38
Calculated Weir Flow (m3/s) 2.90 Calculated Weir Flow (m3/s) 2.91
% Difference 0.35% % Difference 0.10%
H:\B07\050-099\B07056 - RSL Care Cooroy.WW\Misc\Weir Calcs MS 071017
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