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Further information re Request to Change Approval MCU 132003.221132.8
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Table 5: Options 3 Dodonaea Basin WSl Results
Dodonaea Basin
ARI Previous Peak WSL OPTION 3 Peak Change in WSL (m)
(m.AHD) WSL(m.AHD)
2 10.81 10.03 -0.78
5 11.32 10.42 -0.9
10 11.59 10.62 -0.97
20 11.90 10.89 -1.01
50 12.04 11.12 -0.92
100 12.11 1l.33 -0.78
Table 6: Options 3 Dodonaea Basin Change in Volume 1m3)
Dodonaea Basin
ARI Previous Peak Volume OPTION 3 Peak Change in Volume
(m3) Volume (m3) (m3)
2 479 99 -380
5 950 250 -700
10 1304 360 -944
20 1808 538 -1,270
50 2073 739 -1,334
100 2202 962 -1,240
Significant changes are seen in the detention volume and the WSL between the previous model and
Option 3. A reduction in the time for the basin to drain has also been determined. It takes
Dodonaea Basin 30 minutes less to empty during a 100 year ARI event then previously determined.
The times for Dodonaea Basin to empty are present in Table 7 below.
Table 7: Options 3 Dodonaea Basin Emptying Time
Previous Emptying OPTION 3 Emptying Change in Time
ARI
Time (min) Time (mi.n) (min)
2 120 100 -20
5 165 150 -15
10 175 155 -20
20 185 155 -30
50 195 165 -30
100 175 145 -30
Times given for storm durations producing the peak WSL’s with the basin.
OPTION 4: This strategy analyses the developable areas of Stage C only. The upstream catchment
and drainage reserve (environmental corridor) are not considered in the model. Basins B1A, B1B
and Twigrush have been optimized to mitigate their upstream catchments only.
OPTION 4 applies a strategy where the analysis is only made in the development areas, and basins
are sized to mitigate those areas. Therefore, mitigation effectiveness is analysed by a per basin
basis.
An existing scenario has been modelled for the three developable catchments. Results of Peak Flows
are shown in Table 8 below.
B09182.w_Options_2_3_40NLY_130314.doex Page 3
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