1993
DOI: 10.3189/s0260305500011551
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Flow, flow transition and runout distances of flowing avalanches

Abstract: ABSTRACT. A simple quasi one-dimensional model of flowing avalanches is presented. It is a further development of that used in the Swiss Guidelines jor practitioners. It is shown that shearing in avalanche movement is concentrated near the ground and that, due to the geometrical roughness of the ground, a flow resistance proportional to the square of velocity must be taken into account in addition to dry friction. For the change of flow on changing slope angles it is demonstrated that under certain conditions … Show more

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Cited by 99 publications
(65 citation statements)
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“…Meanwhile, researchers and engineers developed and used mathematical models considering an avalanche as a moving solid block. The PCM (Perla, Cheng and McClung) [64] and VSG (Voellmy, Salm, Gubler) [65] models are two widely known examples. Only in the late 1980s did the hydraulic approach find its recognition in the western scientific literature.…”
Section: Comments To a History Of Dense Avalanche Hydraulic Modelsmentioning
confidence: 99%
“…Meanwhile, researchers and engineers developed and used mathematical models considering an avalanche as a moving solid block. The PCM (Perla, Cheng and McClung) [64] and VSG (Voellmy, Salm, Gubler) [65] models are two widely known examples. Only in the late 1980s did the hydraulic approach find its recognition in the western scientific literature.…”
Section: Comments To a History Of Dense Avalanche Hydraulic Modelsmentioning
confidence: 99%
“…RAMMS has been developed in the Swiss Federal Institute for Forest, Snow and Landscape research (WSL) [73] to simulate the runout of muddy and debris-laden flows in complex terrain. The model uses the Voellmy-Salm fluid flow continuum model [74] based on the Voellmy fluid flow law [75]. In the model, the frictional resistance is divided into two parts: a dry-Coulomb type friction, proportional to the normal stress at the flow bottom (coefficient µ) and a viscous resistance turbulent friction depending on the square of the velocity (coefficient ξ (m/s 2 )).…”
Section: Numerical Simulationsmentioning
confidence: 99%
“…To model frictional resistance S = (S x , S y ) in wetsnow avalanche flow, we apply a modified Voellmy model (Voellmy, 1955;Salm et al, 1990;Salm, 1993;Christen et al, 2010),…”
Section: Flow Frictionmentioning
confidence: 99%
“…Wet-snow avalanches are therefore treated as dense granular flows in the frictional flow regime (Voellmy, 1955;Bozhinskiy and Losev, 1998). Because measured velocity profiles of wet-snow avalanches exhibit pronounced viscoplastic, plug-like character, they are often modeled with a Bingham-type flow rheology (Dent and Lang, 1983;Norem et al, 1987;Salm, 1993;Dent et al, 1998;Bartelt et al, 2005;Kern et al, 2009). Bartelt et al (2015) uses cohesion to reduce the random kinetic energy of the avalanche core which effectively hinders avalanche fluidization and prevents the formation of mixed flowing/powder avalanches (Buser and Bartelt, 2015).…”
Section: Introductionmentioning
confidence: 99%