Abstract

AbstractHazard assessment for post‐wildfire debris flows, which are common in the steep terrain of the western United States, has focused on the susceptibility of upstream basins to generate debris flows. However, reducing public exposure to this hazard also requires an assessment of hazards in downstream areas that might be inundated during debris flow runout. Debris flow runout models are widely available, but their application to hazard assessment for post‐wildfire debris flows has not been extensively tested. Necessary inputs to these models include the total volume of the mobilized flow, flow properties (either inherent material properties or calibration coefficients), and site topography. Estimates of volume are possible in post‐event (“back calculation”) studies, yet before an event, volume is an uncertain quantity. We simulated debris flow runout for the well‐constrained 9 January 2018 Montecito event using three models (RAMMS, FLO2D, and D‐Claw) to determine the relative importance of volume and flow properties. We broke the impacted area into three domains, and for each model‐domain combination, we performed a numerical sampling study in which volume and flow properties varied within a wide, but plausible range. We assessed model performance based on inundation patterns and peak flow depths. We found all models could simulate the event with comparable results. Simulation performance was most sensitive to flow volume and less sensitive to flow properties. Our results emphasize the importance of reducing uncertainty in pre‐event estimates of flow volume for hazard assessment.

Highlights

  • Wildfire alters the properties of surface soils, leading to increased surface water runoff, sediment yield, and probability of debris flows during intense rainstorms (e.g., Cannon et al, 2001; Ice et al, 2004; Moody et al, 2013; Parise & Cannon, 2012; Santi & Rengers, 2020)

  • We evaluated 100Np samples for each model and each domain, where Np is the number of input parameters used to specify each model (Np = 3,5,4 for RAMMS, FLO-2D, and D-Claw, respectively)

  • We examined the relationship between the considered outputs, the influence of volume on these outputs, and the influence of flow property inputs on the combined metric Cm

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Summary

Introduction

Wildfire alters the properties of surface soils, leading to increased surface water runoff, sediment yield, and probability of debris flows during intense rainstorms (e.g., Cannon et al, 2001; Ice et al, 2004; Moody et al, 2013; Parise & Cannon, 2012; Santi & Rengers, 2020). The current and future state of precipitation intensity-duration characteristics and fire frequency result in high probability of debris flows in southern California every year and major events (damaging more than 40 homes) every 10–13 years (Kean & Staley, 2021). Burn severity, soil characteristics, and topography of a burned basin, there is an established basis for estimating whether a design storm will produce a debris flow (Staley et al, 2016, 2017) and how large such

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