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Garnet Street RFI_20150513_ITC (Part 1)
Attached to the e-mail OPW15/0044 Response to Information Request Email 1 of 1.
0 15 30 45 (m)
1:1500 (A3)
Legend
DCDB
Upgraded Culverts
Flow Velocity Vector
Impact
(m)
> 0.20
0.15 to 0.20
0.10 to 0.15
0.05 to 0.10
0.01 to 0.05
-0.05 to -0.01
-0.10 to -0.05
-0.15 to -0.10
-0.20 to -0.15
< -0.20
Was Dry, Now Wet
Was Wet, Now Dry
© Hydrology and Water Management Consulting Pty Ltd (HWMC) 2014.
HWMC endeavours to ensure that the information contained in this
figure is correct at the time of publication. Furthermore, HWMC
makes no representations, warranties or guarantees about its
accuracy, reliability, completeness or suitability for any
particular purpose.
Hydraulic Assessment of the
Garnet Street Culvert Upgrade
Peak Flood Level Impacts
1% AEP Design Event (DIS)
20% Culvert Blockage
(Case D07a Vs B02e)
Client: Peet Limited
C:\HWMC\Projects\J00155_Greenwood_Grove_Cooroy_Modelling\Calcs\MapInfo\Figures
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