Solifluction processes in an area of seasonal ground freezing, Dovrefjell, Norway

Continuous monitoring of soil temperatures, frost heave, thaw consolidation, pore water pressures and downslope soil movements are reported from a turf‐banked solifluction lobe at Steinhøi, Dovrefjell, Norway from August 2002 to August 2006. Mean annual air temperatures over the monitored period wer...

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Published in:Permafrost and Periglacial Processes
Main Authors: Charles Harris, Martina Kern‐Luetschg, Fraser Smith, Ketil Isaksen
Format: Article in Journal/Newspaper
Language:unknown
Subjects:
Online Access:https://doi.org/10.1002/ppp.609
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spelling ftrepec:oai:RePEc:wly:perpro:v:19:y:2008:i:1:p:31-47 2023-05-15T16:02:19+02:00 Solifluction processes in an area of seasonal ground freezing, Dovrefjell, Norway Charles Harris Martina Kern‐Luetschg Fraser Smith Ketil Isaksen https://doi.org/10.1002/ppp.609 unknown https://doi.org/10.1002/ppp.609 article ftrepec https://doi.org/10.1002/ppp.609 2020-12-04T13:31:25Z Continuous monitoring of soil temperatures, frost heave, thaw consolidation, pore water pressures and downslope soil movements are reported from a turf‐banked solifluction lobe at Steinhøi, Dovrefjell, Norway from August 2002 to August 2006. Mean annual air temperatures over the monitored period were slightly below 0°C, but mean annual ground surface temperatures were around 2°C warmer, due to the insulating effects of snow cover. Seasonal frost penetration was highly dependent on snow thickness, and at the monitoring location varied from 30–38 cm over the four years. The shallow annual frost penetration suggests that the site may be close to the limit of active solifluction in this area. Surface solifluction rates over the period 2002–06 ranged from 0.5 cm yr−1 at the rear of the lobe tread to 1.6 cm yr−1 just behind the lobe front, with corresponding soil transport rates of 6 cm3 cm−1 yr−1 and 46 cm3 cm−1 yr−1. Pore water pressure measurements indicated seepage of snowmelt beneath seasonally frozen soil in spring with artesian pressures beneath the confining frozen layer. Soil thawing was associated with surface settlement and downslope soil displacements, but following clearance of the frozen ground, later soil surface settlement was accompanied by retrograde movement. Summer rainfall events caused brief increases in pore pressure, but no further soil movement. Surface displacements exceeded maximum potential frost creep values and it is concluded that gelifluction was an important component of slow near‐surface mass movements at this site. Temporal and spatial variations in solifluction rates across the area are likely to be considerable and strongly influenced by snow distribution. Copyright © 2008 John Wiley & Sons, Ltd. Article in Journal/Newspaper Dovrefjell RePEc (Research Papers in Economics) Dovrefjell ENVELOPE(13.500,13.500,79.000,79.000) Norway Permafrost and Periglacial Processes 19 1 31 47
institution Open Polar
collection RePEc (Research Papers in Economics)
op_collection_id ftrepec
language unknown
description Continuous monitoring of soil temperatures, frost heave, thaw consolidation, pore water pressures and downslope soil movements are reported from a turf‐banked solifluction lobe at Steinhøi, Dovrefjell, Norway from August 2002 to August 2006. Mean annual air temperatures over the monitored period were slightly below 0°C, but mean annual ground surface temperatures were around 2°C warmer, due to the insulating effects of snow cover. Seasonal frost penetration was highly dependent on snow thickness, and at the monitoring location varied from 30–38 cm over the four years. The shallow annual frost penetration suggests that the site may be close to the limit of active solifluction in this area. Surface solifluction rates over the period 2002–06 ranged from 0.5 cm yr−1 at the rear of the lobe tread to 1.6 cm yr−1 just behind the lobe front, with corresponding soil transport rates of 6 cm3 cm−1 yr−1 and 46 cm3 cm−1 yr−1. Pore water pressure measurements indicated seepage of snowmelt beneath seasonally frozen soil in spring with artesian pressures beneath the confining frozen layer. Soil thawing was associated with surface settlement and downslope soil displacements, but following clearance of the frozen ground, later soil surface settlement was accompanied by retrograde movement. Summer rainfall events caused brief increases in pore pressure, but no further soil movement. Surface displacements exceeded maximum potential frost creep values and it is concluded that gelifluction was an important component of slow near‐surface mass movements at this site. Temporal and spatial variations in solifluction rates across the area are likely to be considerable and strongly influenced by snow distribution. Copyright © 2008 John Wiley & Sons, Ltd.
format Article in Journal/Newspaper
author Charles Harris
Martina Kern‐Luetschg
Fraser Smith
Ketil Isaksen
spellingShingle Charles Harris
Martina Kern‐Luetschg
Fraser Smith
Ketil Isaksen
Solifluction processes in an area of seasonal ground freezing, Dovrefjell, Norway
author_facet Charles Harris
Martina Kern‐Luetschg
Fraser Smith
Ketil Isaksen
author_sort Charles Harris
title Solifluction processes in an area of seasonal ground freezing, Dovrefjell, Norway
title_short Solifluction processes in an area of seasonal ground freezing, Dovrefjell, Norway
title_full Solifluction processes in an area of seasonal ground freezing, Dovrefjell, Norway
title_fullStr Solifluction processes in an area of seasonal ground freezing, Dovrefjell, Norway
title_full_unstemmed Solifluction processes in an area of seasonal ground freezing, Dovrefjell, Norway
title_sort solifluction processes in an area of seasonal ground freezing, dovrefjell, norway
url https://doi.org/10.1002/ppp.609
long_lat ENVELOPE(13.500,13.500,79.000,79.000)
geographic Dovrefjell
Norway
geographic_facet Dovrefjell
Norway
genre Dovrefjell
genre_facet Dovrefjell
op_relation https://doi.org/10.1002/ppp.609
op_doi https://doi.org/10.1002/ppp.609
container_title Permafrost and Periglacial Processes
container_volume 19
container_issue 1
container_start_page 31
op_container_end_page 47
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