Resolving the influence of temperature forcing through heat conduction on rock glacier dynamics: a numerical modelling approach
-
Published:2019-03-18
Issue:3
Volume:13
Page:927-942
-
ISSN:1994-0424
-
Container-title:The Cryosphere
-
language:en
-
Short-container-title:The Cryosphere
Author:
Cicoira AlessandroORCID, Beutel JanORCID, Faillettaz Jérome, Gärtner-Roer Isabelle, Vieli AndreasORCID
Abstract
Abstract. In recent years, observations have highlighted seasonal and
interannual variability in rock glacier flow. Temperature forcing, through
heat conduction, has been proposed as one of the key processes to explain
these variations in kinematics. However, this mechanism has not yet been
quantitatively assessed against real-world data. We present a 1-D numerical modelling approach that couples heat conduction to
an empirically derived creep model for ice-rich frozen soils. We use this
model to investigate the effect of thermal heat conduction on seasonal and
interannual variability in rock glacier flow velocity. We compare the model
results with borehole temperature data and surface velocity measurements from
the PERMOS and PermaSense monitoring network available for the Swiss Alps. We
further conduct a model sensitivity analysis in order to resolve the
importance of the different model parameters. Using the prescribed
empirically derived rheology and observed near-surface temperatures, we are
able to model the correct order of magnitude of creep. However, both
interannual and seasonal variability are underestimated by an order of
magnitude, implying that heat conduction alone cannot explain the observed
variations. Therefore, we conclude that non-conductive processes, likely
linked to water availability, must dominate the short-term velocity signal.
Publisher
Copernicus GmbH
Subject
Earth-Surface Processes,Water Science and Technology
Reference56 articles.
1. Arenson, L., Hoelzle, M., and Springman, S.: Borehole deformation
measurements and internal structure of some rock glaciers in Switzerland,
Permafrost Periglac., 13, 117–135, https://doi.org/10.1002/ppp.414, 2002. a, b, c, d, e, f, g, h, i, j, k, l, m, n 2. Arenson, L., Springman, S. M., and Sego, D.: The rheology of frozen soils,
Appl. Rheol., 17, 12147-1, https://doi.org/10.3933/ApplRheol-17-12147, 2006. a 3. Arenson, L. U. and Springman, S. M.: Mathematical descriptions for the
behaviour of ice-rich frozen soils at temperatures close to 0 ∘C,
Can. Geotech. J., 42, 431–442, https://doi.org/10.1139/t04-109,
2005a. a, b, c, d, e, f, g, h 4. Arenson, L. U. and Springman, S. M.: Triaxial constant stress and constant
strain rate tests on ice-rich permafrost samples, Can. Geotech.
J., 42, 412–430, https://doi.org/10.1139/t04-111, 2005b. a, b 5. Arenson, L. U., Johansen, M. M., and Springman, S. M.: Effects of volumetric
ice content and strain rate on shear strength under triaxial conditions for
frozen soil samples, Permafrost Periglac., 15, 261–271,
https://doi.org/10.1002/ppp.498, 2004. a
Cited by
39 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
|
|