Probabilistic prediction of post-fire debris-flow runout and implications for prefire assessments of post-fire hazards
Background Debris-flow runout modeling is a valuable component of the prefire assessment of post-fire hazards. The application and benefits of runout modeling are limited by uncertainty in debris-flow volume as well as model parameters related to flow mobility. Aims In this study, we assess and reduce the uncertainty associated with flow-mobility parameters by calibrating a debris-flow runout model to 12 runoff-generated debris flows in the western United States. Methods For each debris flow, we determined optimal flow-mobility parameters using back analyses and generated a posterior distribution of the parameters using a Bayesian approach. We assessed the relative sensitivity of the model to the flow-mobility parameters, rainfall intensification and fire burn severity when applied to three post-fire debris flows. Key results Yield strength, one of the flow-mobility parameters, exhibits a negative, linear relationship with soil clay content. Modeled area inundated is most sensitive to the flow-mobility parameters, followed by a rainfall intensification factor. Conclusions Well-constrained flow-mobility parameters will improve post-fire debris-flow runout modeling, though prefire assessments of post-fire hazards could also benefit from accounting for the effects of rainfall intensification. Implications This study improves our ability to simulate debris-flow runout and assess associated hazards.
Authors
- Luke A. McGuire (ORCID: https://orcid.org/0000-0001-8178-7922)
- Alexander Gorr (ORCID: https://orcid.org/0000-0002-3239-7773)
- Donald N. Lindsay (ORCID: https://orcid.org/0009-0001-4533-339X)
- Ann Youberg
Institutions
- Arizona Geological Survey (US)
- United States Geological Survey (US)
- University of Arizona (US)
Publication Details
- Journal
- International Journal of Wildland Fire
- Published
- 2026-01-06
- DOI
- https://doi.org/10.1071/wf25161
- Primary Topic
- Fire effects on ecosystems
- Type
- article
- Field-Weighted Citation Impact
- 0.00