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Bushfire Hazard Assessment and Management Plan
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Vegetation to the west and north is low hazard, managed vegetation, and is therefore excluded from
assessment.
Table 2: Slope angles for assessable fire runs to the development site
Slope location in
Max effective Max site slope Fire run in relation
relation to development Fire run scale
slope (degrees) (degrees) to development
area
Fully developed
East 21.3 20.9 Downslope
fire
Fully developed
South & South-west 22.8 19.3 Downslope
fire
3.1.4 Step 4 - Remodelling of Bushfire Hazard
Given that site-specific assessment determined that VHCs provided within the BPA – VHC – South east
Queensland spatial dataset do not entirely reflect the ground-truthed VHCs, remodelling of bushfire
hazard has undertaken to determine how the changes to VHCs and associated fuel loads affect potential
fireline intensity. Potential fireline intensity has been calculated in accordance with the method outlined
in Leonard et. al. (2014).
Potential fireline intensity (PFI) is a standard measure of the rate at which an advancing fire would
consume fuel energy per unit time per unit length of the fire front. This metric combines potential fuel
load (PFL), maximum landscape slope (slope) and fire weather severity (FFDI) to provide a potential
fireline intensity metric. The potential fireline intensity (PFI) is represented as the following equation:
PFI = 0.62 PFL2 x FFDI exp (0.069 x slope)
Where: PFI = Potential fire line intensity (kW/m), PFL = Potential fuel load (tonnes / ha), FFDI = Potential
severe fire weather (FFDI) and Slope = Max slope
Table 3 shows the potential fireline intensity ranges (in kilowatts per metre) and the corresponding
potential bushfire hazard classes.
Table 3: Potential fireline intensity ranges and bushfire hazard classes
Potential Fireline Intensity (kW/m) Potential Bushfire Hazard Class
40,000+ kW/m Very high
20,000 – 40,000 kW/m High
4,000–20,000 kW/m Medium
0 – 4,000 kW/m Low/Not bushfire prone
PR22116_BHAMP_178 Davis Rd, Cootharaba Page 18
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