2014
DOI: 10.5194/nhess-14-2921-2014
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Quantification of basal friction for technical and silvicultural glide-snow avalanche mitigation measures

Abstract: Abstract.A long-standing problem in avalanche engineering is to design defense structures and manage forest stands such that they can withstand the forces of the natural snow cover. In this way, glide-snow avalanches can be prevented. Ground friction plays a crucial role in this process. To verify existing guidelines, we collected data on the vegetation cover and terrain characteristics of 101 glide-snow release areas in Davos, Switzerland. We quantified the Coulomb friction parameter µ m by applying a physica… Show more

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Cited by 29 publications
(17 citation statements)
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References 8 publications
(17 reference statements)
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“…The differences in inclination and vegetation between the sites might also explain why in March 2014 the combination of a snowfall followed by an increase in air temperature produced a glide avalanche only in Pista Nera and not in Sant'Anna. However, despite some differences between the two sites, they both belong to classes which present a low basal friction, favourable for snow gliding (Feistl et al, 2014).…”
Section: Predisposing Factor For Glide Avalanche Eventsmentioning
confidence: 94%
See 1 more Smart Citation
“…The differences in inclination and vegetation between the sites might also explain why in March 2014 the combination of a snowfall followed by an increase in air temperature produced a glide avalanche only in Pista Nera and not in Sant'Anna. However, despite some differences between the two sites, they both belong to classes which present a low basal friction, favourable for snow gliding (Feistl et al, 2014).…”
Section: Predisposing Factor For Glide Avalanche Eventsmentioning
confidence: 94%
“…Moreover, after specific gliding events, we performed ad hoc snow surveys at the study sites. Observations were performed according to Fierz et al (2009).…”
Section: Data Collectionmentioning
confidence: 99%
“…10a). In winter they are pressed down to the ground by the snowpack but form a snow-free layer at the bottom of the snowpack which can have a depth of a few centimeters to decimeters (Feistl et al, 2014). This leads to a systematic underestimation of HS mapped with photogrammetry (snow-free DSM is too high) as well as a systematic overestimation of HS measured manually with the avalanche probe because the probe penetrates the snowfree bottom layer and sometimes even the first layers of the ground.…”
Section: Underlying Vegetationmentioning
confidence: 99%
“…The first (we term it "creep pressure model", CPM) is based on the Swiss guidelines on avalanche protection measures (Margreth, 2007) and the report of the European commission (Johannesson et al, 2009). The second method (we term it "sliding block model", SBM) was used to investigate the formation of glide snow avalanches, based on the failure of the stauchwall (Bartelt et al, 2012a;Feistl et al, 2014a). In this model the stauchwall is replaced by the tree.…”
Section: Four Avalanche Flow Regimesmentioning
confidence: 99%