The proposed bridge height has been determined through flood modelling, engineering assessments, the requirements of State and Federal funding programs and practical consideration.
As a small regional council with a limited rate-base, the delivery of major infrastructure projects often sit beyond the financial capacity of Councils budgets. As such, Council is reliant on external funding from State and Federal Government Grant programs. Successful grant applications for bridge replacement projects depend heavily on projects that improve flood resilience, reduce long-term maintenance costs, increase asset life, and improve access and safety for all users. It is expected that without meeting these criteria external funding would be difficult to access.
The natural geography of the Bellinger River Valley and local climatic conditions result in relatively frequent and sharp rises in water level. This, coupled with impacts of climatic change expected indicates that the proposed deck height of approximately 10.0 metres AHD would, by 2100, provide flood immunity for a 5% AEP event (roughly a 1 in 20 year flood event). Lowering the proposed bridge height by just 2 metres would reduce performance to around a 50% AEP event (1 in 2 year event), resulting in a significant reduction in flood performance. This compares with the current bridge height of 4.7m AHD, sitting well below the 100% (or 1 in 1 year event) 2100 flood level.
Furthermore, modelling indicates that flood surcharge from the bridge structure itself is greatest when water levels approach the height of the bridge deck. A lower bridge would interact with floodwaters more frequently, resulting in increased flood impacts and more frequent effects on nearby properties.
For these reasons, the proposed height represents a balance between flood resilience, long-term value, community access, and the requirements needed to secure future external funding.