USC FloodStudyUpdate Report - Flipbook - Page 12
Figure D10: Water Level Hydrograph Bringelly Road Crossing South Creek
Figure D11: Water Level Hydrograph Heath Road Crossing Kemps Creek
Figure D12: Water Level Hydrograph Eastwood Road Crossing Kemps Creek
Figure D13: Water Level Hydrograph Heath Road Crossing Scalabrini Creek
Figure D14: Water Level Hydrograph Rickard Road Crossing Scalabrini Creek
Figure D15: Water Level Hydrograph Ingleburn Road Crossing Scalabrini Creek
Figure D16: Water Level Hydrograph Cowpasture Road Crossing Bonds Creek
Figure D17: Water Level Hydrograph Bringelly Road Crossing Thompsons Creek
Appendix E Sensitivity Results
Figure E1: Climate Change Sensitivity 0.5% versus 1% AEP Event
Figure E2: Climate Change Sensitivity 0.2% versus 1% AEP Event
Figure E3: Rainfall Loss Sensitivity Initial Loss +5 mm 1% AEP Event
Figure E4: Rainfall Loss Sensitivity Initial Loss -5 mm 1% AEP Event
Figure E5: Rainfall Loss Sensitivity Continuing Loss +0.6 mm 1% AEP Event
Figure E6: Rainfall Loss Sensitivity Continuing Loss -0.6 mm 1% AEP Event
Figure Increase by 20% 1% AEP Event
Figure Decrease by 20% 1% AEP Event
Figure E9: Blockage Sensitivity Low Blockage 1% AEP Event
Figure E10: Blockage Sensitivity High Blockage 1% AEP Event
Figure E11: Floodplain Filling Sensitivity Filling Flood Fringe 1% AEP Event
Figure E12: Floodplain Filling Sensitivity Filling Flood Fringe and Flood Storage 1% AEP
Event
Figure E13: Current Model ARR2019 vs Current Model ARR1987 5% AEP Event
Figure E14: Current Model ARR2019 vs Current Model ARR1987 1% AEP Event