Permafrost degradation in West Greenland
Publication: Research - peer-review › Conference abstract in proceedings – Annual report year: 2012
Important aspects of civil engineering in West Greenland relate to
the presence of permafrost and mapping of the annual and future
changes in the active layer due to the ongoing climatically
changes in the Arctic. The Arctic Technology Centre (ARTEK) has
worked more than 10 years on this topic and the first author has
been involved since 1970 in engineering geology, geotechnical
engineering and permafrost related studies for foundation
construction and infrastructures in towns and communities mainly
in West Greenland. We have since 2006 together with the Danish
Meteorological Institute, Greenland Survey (ASIAQ) and the
University of Alaska Fairbanks carried out the US NSF funded
project ARC-0612533: Recent and future permafrost variability,
retreat and degradation in Greenland and Alaska: An integrated
approach.
This contribution will present data and observations from the
towns Ilulissat, Kangerlussuaq, Sisimiut and Nuuk. They are
situated in continuous, discontinuous and sporadic permafrost
zones. We will show examples of detoriation of permafrost related
to present local scale climate observations and large scale climate
and permafrost simulations modeled numerically with the GIPL
model driven by HIRHAM climate projections for Greenland up to
2075.
The engineering modelling is based on a risk assessment
methodology based on a flow diagram which classify the risk of
permafrost degradation causing settlement and stability problems
for buildings and infrastructures based on relatively simple
parameters. It is planned as decision and planning tool for town
planners and engineers in local municipality governments and to
consulting engineers and contractors in Greenland, which also
may be used in other arctic regions. Risk is classified in four
categories: Low, Limited, Medium and High based on
environmental properties as surface conditions (rock or
sedimentary basins), soil grain size classification (gravel, sand, silt
and clay) and ice content in the ground. The model uses ground
thermal conditions quantified as the Permafrost Thaw Potential,
which is defined as the potential active layer increase due to
climate warming and surface alterations.
Using this methodology it is expected that mapping of
vulnerability in towns and construction areas together with
proposed adaption and mitigation technologies will be of practical
use to technical institutions and public as well as a general tool
for the scientific community.
The presentation will focus on the application of the Risk
Evaluation diagram used in the selected towns in different
permafrost zones and is illustrated with present observations of
permafrost detoriation in West Greenland.
| Original language | English |
|---|---|
| Title | 30th Nordic Geological Winter Meeting. Programme and Abstracts |
| Number of pages | 212 |
| Place of publication | Reykjavík |
| Publisher | Geoscience Society of Iceland |
| Publication date | 2012 |
| Pages | 62-63 |
| ISBN (print) | 978-9979-72-096-6 |
| State | Published |
Conference
| Conference | 30th Nordic Geological Winter Meeting |
|---|---|
| Number | 30 |
| City | Reykjavík, Iceland |
| Period | 01-01-12 → … |
Bibliographical note
Oral presentation
Loading map data...
Download statistics
No data available
ID: 6481632