1989
DOI: 10.3189/s026030550000793x
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Simulation of Snow-Avalanche Flow in Run-Out Zones

Abstract: The authors of this paper have previously, in 1987, outlined the development of a set of constitutive equations representing the behaviour of avalanching snow, and the resulting equations for fully developed steady shear flow. The present paper considers the development of non-steady two-dimensional shear flow together with the use of a finite-difference programme to calculate snow-avalanche velocities and flow heights in the run-out zone. The numerical results thus obtained are compared with full-scale experi… Show more

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Cited by 30 publications
(28 citation statements)
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“…Differences of colonisation and of lichen size observed between deposits could be linked to the slope angle and length of the rock wall above each deposit. It was shown that these variables control snow avalanche run-out distances (Voellmy, 1955;Norem et al, 1989;Jomelli, 1997). These variables could explain the fact that for a certain relative position on a profile, the size of the five largest lichens is not equal between two deposits situated in the same valley.…”
Section: Discussionmentioning
confidence: 99%
“…Differences of colonisation and of lichen size observed between deposits could be linked to the slope angle and length of the rock wall above each deposit. It was shown that these variables control snow avalanche run-out distances (Voellmy, 1955;Norem et al, 1989;Jomelli, 1997). These variables could explain the fact that for a certain relative position on a profile, the size of the five largest lichens is not equal between two deposits situated in the same valley.…”
Section: Discussionmentioning
confidence: 99%
“…Although velocities can be estimated in three-dimensional terrain with the help of numerical models, there exists no accurate relationship to find the avalanche impact pressures, given the avalanche velocity and density. This is in large part due to the fact that existing hydrodynamic formulas for the impact pressure do not take into account the wide range of avalanche flow regimes, which can vary between wet, viscous flows to dry, granular flows [Savage and Hutter, 1991;Norem et al, 1987Norem et al, , 1989. In this paper we address this problem by studying measurements of avalanche impact pressures as a function of the avalanche flow regime.…”
Section: Introductionmentioning
confidence: 99%
“…H. NOREM a proposé plusieurs formulations pour décrire les écoulements de neige et il aboutit à une loi de comportement complexe de la forme [NOREM, 1986[NOREM, , 1989[NOREM, , 1992: où la masse de l'avalanche a été assimilée à une masse ponctuelle M située au centre de gravité cie l'écoulement supposé en bloc, où N désigne la composante normale cie la réaction et où F j désigne la force résultante de frottement; la force de frottement écrite sous la forme:…”
Section: Le Modèle De Reiner-rivlin (7)unclassified