Council archive · source document
RFI - Appendix D- Stormwater Management Plan · MCU22/0140
Plans and drawings: the text below has words only, no drawings.
10% AEP
Duration 1 2 3 4 5 10 15 20 25 30 45
Flow 0 0 0.018 0.024 0.018 0.049 0.038 0 0 0 0
0.05 0.041 0 0 0 0
0.045 0.045 0 0 0 0
0.04 0.042 0 0 0 0
EXISTING
0.052 0.046 0 0 0 0
0.05 0.041 0 0 0 0
0.053 0.047 0 0 0 0
0.051 0.043 0 0 0 0
0.05 0.064 0 0 0 0
0.055 0.06 0 0 0 0
AVERAGE 0 0 0.018 0.024 0.018 0.0495 0.0467 0 0 0 0
CLOSEST 0 0 0.018 0.024 0.018 0.049 0.047 0 0 0 0
MAX 0.049
10% AEP
Duration 1 2 3 4 5 10 15 20 25 30 45
Flow 0 0 0.009 0.012 0.008 0.04 0.035 0 0 0 0
0.04 0.037 0 0 0 0
0.039 0.039 0 0 0 0
0.038 0.052 0 0 0 0
ULTIMATE
0.039 0.049 0 0 0 0
0.04 0.041 0 0 0 0
0.038 0.036 0 0 0 0
0.039 0.046 0 0 0 0
0.04 0.059 0 0 0 0
0.037 0.058 0 0 0 0
AVERAGE 0 0 0.009 0.012 0.008 0.039 0.0452 0 0 0 0
CLOSEST 0 0 0.009 0.012 0.008 0.039 0.046 0 0 0 0
MAX 0.046
[OCR of page images]
EXISTING
ULTIMATE
10% AEP
Duration 1 2 3
Flow 0 0 0.018
AVERAGE 0 0 0.018
CLOSEST 0 0 0.018
MAX
10% AEP
Duration 1 2 3
Flow 0 0.009
AVERAGE 0 0 0.009
CLOSEST 0 0 0.009
MAX
4 5)
0.024 0.018
0.024 0.018
0.024 0.018
4 5)
0.012 0.008
0.012 0.008
0.012 0.008
10
0.049
0.05
0.045
0.04
0.052
0.05
0.053
0.051
0.05
0.055
0.0495
0.049
0.049
10
0.04
0.04
0.039
0.038
0.039
0.04
0.038
0.039
0.04
0.037
0.039
0.039
15
0.038
0.041
0.045
0.042
0.046
0.041
0.047
0.043
0.064
0.06
0.0467
0.047
15
0.035
0.037
0.039
0.052
0.049
0.041
0.036
0.046
0.059
0.058
0.0452
0.046
0.046
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[90000 0000000
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[900000000000
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