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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.

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                                                                                              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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