Lone Pine

Other · 1986 · 1,031 acres

Max Debris Flow Probability
100%
Total Debris Volume
15,896 m³
Sub-watersheds Analyzed
8
Max Flow Velocity
50.0 m/s
Max Flow Depth
8.3 m

About This Assessment

TORRENT computed debris flow hazard for the Lone Pine fire using physics-based models on real USGS 3DEP terrain data (10m resolution). The analysis covers 8 sub-watersheds across 4 design storm scenarios (2-yr, 10-yr, 25-yr, 100-yr return periods) using USGS logistic regression (Staley et al. 2017) for probability and Gartner et al. (2014) for volume estimation.

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