2010
DOI: 10.1016/j.geomorph.2010.02.022
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Analyzing debris flows with the statistically calibrated empirical model LAHARZ in southeastern Arizona, USA

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Cited by 50 publications
(21 citation statements)
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“…An alternative to modeling any single value is to calculate multiple V estimates within reasonable bounds using either the standard error of the regression model at a selected confidence interval as was done in the case study described herein, or by using a single order of magnitude as a bound for the range as described by Magirl et al (2010). For extremely large storms, or unfavorable basin conditions, modeled Vs may exceed reasonable expectations.…”
Section: Model Uncertainty and Alternative Methodsmentioning
confidence: 99%
“…An alternative to modeling any single value is to calculate multiple V estimates within reasonable bounds using either the standard error of the regression model at a selected confidence interval as was done in the case study described herein, or by using a single order of magnitude as a bound for the range as described by Magirl et al (2010). For extremely large storms, or unfavorable basin conditions, modeled Vs may exceed reasonable expectations.…”
Section: Model Uncertainty and Alternative Methodsmentioning
confidence: 99%
“…The rationale for the delineation of lahar-inundation hazard zones [33,34] is derived from the scaling analysis of lahar paths and statistical analysis using the LAHARZ program [35][36][37]. These analyses generate semiempirical equations that predict the inundated valley cross-sectional area (1) and the planimetric area (2) as a function of lahar volume with proportionality coefficients c and C using volcanic event data of 27 paths of lahars at nine volcanoes.…”
Section: Laharz Processingmentioning
confidence: 99%
“…Following Mazzorana et al [12], process modeling is the first three of five steps to accurately assessing the physical vulnerability of the built environment. A range of recognized methods have been applied to different process models including empirical [7,[18][19][20][21][22][23], empirical-statistical combined with simple flow equations [24], topographic gradient-based [25], numerical-based with the integration of shallow water equations [26][27][28][29][30][31][32][33][34][35][36][37][38][39][40][41], and smoothed particle hydrodynamics (SPH) or Lagrangian [42][43][44][45][46] (see References [47,48] for review). Of the numerical models, 1-(e.g., DAN-W [28]; DFEM-1D [49]) or 2-(e.g., FLO-2D [27]; RAMMS-DF [35,36]; TopRunDF [7]; MassMov2D [34]) dimensional runout modeling approaches can be adapted.…”
Section: Introductionmentioning
confidence: 99%