Qualitative investigations into floodways under extreme flood loading
Article
Article Title | Qualitative investigations into floodways under extreme flood loading |
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ERA Journal ID | 41778 |
Article Category | Article |
Authors | Greene, Isaac Samuel, Gunasekara, Chamila, Lokuge, Weena and Karunasena, Warna |
Journal Title | Journal of Flood Risk Management |
Journal Citation | 17 (2) |
Article Number | e12967 |
Number of Pages | 17 |
Year | 2024 |
Publisher | John Wiley & Sons |
Place of Publication | United Kingdom |
ISSN | 1753-318X |
Digital Object Identifier (DOI) | https://doi.org/10.1111/jfr3.12967 |
Web Address (URL) | https://onlinelibrary.wiley.com/doi/epdf/10.1111/jfr3.12967 |
Abstract | The Australian use of the term floodway refers to a trafficable transverse structure designed to facilitate the safe crossing of watercourses. Floodways are also commonly referred to as a fords and causeways. This research explores areas of focus through experimental, numerical and survey methods areas of focus to improve floodway resilience with regard to flood risk management. The industry-based survey provides a dataset relating to user experiences, deduces the likeliness of floodways to sustain damage, defines several key focus areas and reveals that the current risk levels are primarily managed without significant investigation into design. A floodway experimental and numerical simulation program was developed to investigate the lateral forces induced through debris impact using scaled models in a soil box and finite element analysis. Qualitatively, crack propagation and displacement correlated closely with the strain concentrations and displacements in the numerical simulation, with failure attributed to tensile strength been exceeded, followed by plastic strain development within the soil elements. It was concluded through this research that floodway failure during flood is complex and can be attributed to several different failure modes including concrete failure, yielding of adjoining soil material, and hydraulically via scour. |
Keywords | Debris Flow; Floods; Floodways; Infrastructure; Flood Damages; Hydraulic Structures; Resilience; Modelling |
Article Publishing Charge (APC) Amount Paid | 2970.0 |
Article Publishing Charge (APC) Funding | School/Centre |
Contains Sensitive Content | Does not contain sensitive content |
ANZSRC Field of Research 2020 | 400508. Infrastructure engineering and asset management |
Byline Affiliations | Centre for Future Materials |
School of Engineering | |
Royal Melbourne Institute of Technology (RMIT) |
https://research.usq.edu.au/item/z4y59/qualitative-investigations-into-floodways-under-extreme-flood-loading
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J Flood Risk Management - Published-Isaac.pdf | ||
License: CC BY 4.0 | ||
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