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1 | Hydrology Date | 2013 |
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2 | Rainfall Design | AR&R 1987 |
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3 | Hydraulic Model - 2D | TUFLOW |
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4 | Flood Surfaces | Existing Surfaces (H,D,DxV), Ultimate Surfaces (un-stretched)(H) | H,D and DxV refer to Height, Depth and Hazzard surfaces respectively. The provided Ultimate Scenario flood surfaces are un-stretched. An un-stretched flood surface does not represent the full extent of flooding. Please refer to the Flood Study report for more details |
5 | Climate Change | 1%CC_2050,0.5%CC_2050,1%CC_2100,0.5%CC_2100,0.2%CC_2100 | AEP%CC_YYYY refers to Climate Change Scenario for the % AEP flood event for Year YYYY. For more detail refer to Flood Study report |
6 | Lead Consultant | BCC |
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7 | Study Title | Lota Creek Flood Study |
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8 | Creeks/Tributaries/Waterways | Lota Creek and its tributaries |
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9 | Year Commenced | 2012 |
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10 | Year Completed | 2014 |
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11 | Hydrology Model | XP-RAFTS |
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12 | Hydraulic Model - 1D | ESTRY of TUFLOW for structures |
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13 | Model Projection | MGA Zone 56 (GDA94) |
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14 | ALS/LiDAR Date | 2009 |
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15 | Survey Date | 1997, 1999 |
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16 | Floodplain Condition | Existing , Ultimate (FPA Flood Corridor) | Floodplain Condition refers to the scenarios modelled as part of the flood study. Please refer to the Flood Study report for more details on each modelled scenario |
17 | LGA Name | Brisbane City Council (BCC) , Redland City Council (RCC) |
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18 | Hydraulic Date | 2013 |
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19 | Design Events (%AEP) | 50,20,10,5,2,1,0.5,0.2,0.05 |
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