2013
DOI: 10.1007/s11069-013-0810-z
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An integrated model to assess critical rainfall thresholds for run-out distances of debris flows

Abstract: A dramatic increase in debris flows occurred in the years after the 2008 Wenchuan earthquake in SW China due to the deposition of loose co-seismic landslide material. This paper proposes a preliminary integrated model, which describes the relationship between rain input and debris flow run-out in order to establish critical rain thresholds for mobilizing enough debris volume to reach the basin outlet. The model integrates in a simple way rainfall, surface runoff, and concentrated erosion of the loose material … Show more

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Cited by 66 publications
(42 citation statements)
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“…Runout models such Flow-2D, RAMMS, MassMove2D (Beguería et al, 2009), Debris Mobility Model (Kwan & Sun, 2006), and AschFlow (Luna et al, 2016) have seen much use in debris-flow hazard and risk assessment (e.g., M. Chang et al, 2017), but they require input on discharge, sediment concentration, initiation volumes, and entrainment. In any case, such models can offer insights into the relationships between inputs (e.g., rainfall) and consequence (e.g., runout;van Asch et al, 2014).…”
Section: Hazard Assessmentmentioning
confidence: 99%
“…Runout models such Flow-2D, RAMMS, MassMove2D (Beguería et al, 2009), Debris Mobility Model (Kwan & Sun, 2006), and AschFlow (Luna et al, 2016) have seen much use in debris-flow hazard and risk assessment (e.g., M. Chang et al, 2017), but they require input on discharge, sediment concentration, initiation volumes, and entrainment. In any case, such models can offer insights into the relationships between inputs (e.g., rainfall) and consequence (e.g., runout;van Asch et al, 2014).…”
Section: Hazard Assessmentmentioning
confidence: 99%
“…Another approach involves connecting a rainfall-infiltration-runoff simulation to the surface erosion model (van Asch et al, 2014;Melo et al, 2018). Although this can precisely treat debris flow initiation types 1) and 2), it requires multiple parameters related to water transportation (e.g., coefficient of saturated/unsaturated permeability) and soil strength (e.g., cohesion coefficient, internal friction angle).…”
Section: Treatment Of Debris Flow Initiationmentioning
confidence: 99%
“…However, sophisticated automated techniques, like the application of genetic algorithms (e.g. Iovine et al, 2005;D'Ambrosio et al, 2006;Spataro et al, 2008;Terranova et al, 2015) has made it possible to obtain more exhaustive evaluations of the calibration parameters.…”
Section: Introductionmentioning
confidence: 99%