Avalanche forecasting for transportation corridor and backcountry
ABSTRACT. The Avalanche Control Section at Rogers Pass is responible for avalanche safety on the Trans Canada Highway and Canadian Pacific Railroad within Glacier National Park and for the daily issue of an avalanche warning bulletin for backcountry users of the park. During the winter of 1995-96 a...
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ftciteseerx:oai:CiteSeerX.psu:10.1.1.564.2468 2023-05-15T16:22:28+02:00 Avalanche forecasting for transportation corridor and backcountry Jürg Schweizer J. Bruce Jamieson David Skjonsberg The Pennsylvania State University CiteSeerX Archives 1998 application/pdf http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.564.2468 http://www.slf.ch/ueber/mitarbeiter/homepages/schweizj/publications/index_EN/Schweizer_AvalancheForecastingRogersPass_NGI_1998.pdf en eng http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.564.2468 http://www.slf.ch/ueber/mitarbeiter/homepages/schweizj/publications/index_EN/Schweizer_AvalancheForecastingRogersPass_NGI_1998.pdf Metadata may be used without restrictions as long as the oai identifier remains attached to it. http://www.slf.ch/ueber/mitarbeiter/homepages/schweizj/publications/index_EN/Schweizer_AvalancheForecastingRogersPass_NGI_1998.pdf text 1998 ftciteseerx 2016-01-08T12:11:05Z ABSTRACT. The Avalanche Control Section at Rogers Pass is responible for avalanche safety on the Trans Canada Highway and Canadian Pacific Railroad within Glacier National Park and for the daily issue of an avalanche warning bulletin for backcountry users of the park. During the winter of 1995-96 a small research project made shear frame tests of persistent weak layers at a study plot near tree line to study strength changes. The shear frame data were also used to assess the snow stability in the surrounding terrain. Concurrently, at the same location, traditional mete-orological and snowpack observations were made to assess snow stability for operational use. The two methods of stability assessment are compared and related to the avalanche activity (natural and artificial) along the highway and in the adjacent backcountry for an active storm and ava-lanche period. At that time avalanche forecasting strongly depended on a buried surface hoar layer that showed some interesting behaviour. Shear frame measurements proved again to be an impor-tant parameter to assess snow stability. Exper ence in winter 1995-96 suggests that a combination of shear frame measurements in study plots with stability tests on slopes is most efficient since it reveals (1) the temporal development of instabilities, and (2) the spatial distribution of instabilities and the reactivity on artificial triggering, strongly depending on slab properties. Key words: snow strength, shear frame measurements, snow cover stability, avalanches, ava-lanche forecasting, avalanche control Text glacier* Unknown Canada Pacific |
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ftciteseerx |
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English |
description |
ABSTRACT. The Avalanche Control Section at Rogers Pass is responible for avalanche safety on the Trans Canada Highway and Canadian Pacific Railroad within Glacier National Park and for the daily issue of an avalanche warning bulletin for backcountry users of the park. During the winter of 1995-96 a small research project made shear frame tests of persistent weak layers at a study plot near tree line to study strength changes. The shear frame data were also used to assess the snow stability in the surrounding terrain. Concurrently, at the same location, traditional mete-orological and snowpack observations were made to assess snow stability for operational use. The two methods of stability assessment are compared and related to the avalanche activity (natural and artificial) along the highway and in the adjacent backcountry for an active storm and ava-lanche period. At that time avalanche forecasting strongly depended on a buried surface hoar layer that showed some interesting behaviour. Shear frame measurements proved again to be an impor-tant parameter to assess snow stability. Exper ence in winter 1995-96 suggests that a combination of shear frame measurements in study plots with stability tests on slopes is most efficient since it reveals (1) the temporal development of instabilities, and (2) the spatial distribution of instabilities and the reactivity on artificial triggering, strongly depending on slab properties. Key words: snow strength, shear frame measurements, snow cover stability, avalanches, ava-lanche forecasting, avalanche control |
author2 |
The Pennsylvania State University CiteSeerX Archives |
format |
Text |
author |
Jürg Schweizer J. Bruce Jamieson David Skjonsberg |
spellingShingle |
Jürg Schweizer J. Bruce Jamieson David Skjonsberg Avalanche forecasting for transportation corridor and backcountry |
author_facet |
Jürg Schweizer J. Bruce Jamieson David Skjonsberg |
author_sort |
Jürg Schweizer |
title |
Avalanche forecasting for transportation corridor and backcountry |
title_short |
Avalanche forecasting for transportation corridor and backcountry |
title_full |
Avalanche forecasting for transportation corridor and backcountry |
title_fullStr |
Avalanche forecasting for transportation corridor and backcountry |
title_full_unstemmed |
Avalanche forecasting for transportation corridor and backcountry |
title_sort |
avalanche forecasting for transportation corridor and backcountry |
publishDate |
1998 |
url |
http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.564.2468 http://www.slf.ch/ueber/mitarbeiter/homepages/schweizj/publications/index_EN/Schweizer_AvalancheForecastingRogersPass_NGI_1998.pdf |
geographic |
Canada Pacific |
geographic_facet |
Canada Pacific |
genre |
glacier* |
genre_facet |
glacier* |
op_source |
http://www.slf.ch/ueber/mitarbeiter/homepages/schweizj/publications/index_EN/Schweizer_AvalancheForecastingRogersPass_NGI_1998.pdf |
op_relation |
http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.564.2468 http://www.slf.ch/ueber/mitarbeiter/homepages/schweizj/publications/index_EN/Schweizer_AvalancheForecastingRogersPass_NGI_1998.pdf |
op_rights |
Metadata may be used without restrictions as long as the oai identifier remains attached to it. |
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1766010445936721920 |