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D103 10.5885/45792CE-4ED6653E854B44F1 Published
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Ground temperature under unmitigated embankment along the Alaska Highway at the Beaver Creek Road Experimental Site, Yukon, Canada (2008-2018)

Daniel Fortier1, 2, Lin Chen1,2
1Département de géographie, Université de Montréal
2Centre d'études nordiques (CEN)

Abstract

The data are from a test section of the Beaver Creek experimental road site (BC-RES) (62° 20' N; 140° 50' W; 649 m a.s.l.). The dataset covers the period 1/10/2008 - 31/12/2018. The thermistor strings (accuracy of ± 0.1 °C between -10 °C to +10 °C; ± 0.2 °C between -50 °C to -10°C and +10°Cto 30 °C) were installed in 9.7-m deep boreholes located at the centerline of the road and in the slope of the unmitigated embankment (YG4 Original). Detailed descriptions of the test section can be found in Coulombe et al. (2012), Malenfant-Lepage et al. (2012) and Stephani (2013). The ground temperature measurements (°C) were at 4-hour intervals.

Data citation

Fortier, D., Chen, L. 2022. Ground temperature under unmitigated embankment along the Alaska Highway at the Beaver Creek Road Experimental Site, Yukon, Canada (2008-2018), v. 1.0. Nordicana D103, doi: 10.5885/45792CE-4ED6653E854B44F1.

Location map

Key references

  • Chen, L., D. Fortier, J. M. McKenzie, and M. Sliger (2020). Impact of heat advection on the thermal regime of roads built on permafrost. Hydrological Processes 34(7): 1647-1664.
    DOI: 10.1002/hyp.13688
  • Chen, L., C. I. Voss, D. Fortier, and J. M. McKenzie (2021). Surface energy balance of sub-Arctic roads and highways in permafrost regions. Permafrost and Periglacial Processes 32(4): 681-701
    DOI: 10.1002/ppp.2129
  • Coulombe, S., D. Fortier, and E. Stephani, 2012. Using air convection ducts to control permafrost degradation under road infrastructure: Beaver Creek experimental site, Yukon, Canada, Cold Regions Engineering 2012: Sustainable infrastructure development in a changing cold environment, pp. 21-31
    DOI: 10.1061/9780784412473.003
  • Gagnon, S., D. Fortier, M. Sliger and K. Rioux (2021). Air-convection-reflective sheds: a mitigation technique that stopped degradation and promoted permafrost recovery under the Alaska Highway, south-western Yukon, Canada. Cold Regions Science and Technology 197: 103524
    DOI: 10.1016/j.coldregions.2022.103524
  • Malenfant-Lepage, J., G. Doré, D. Fortier, and P. Murchison, 2012. Thermal performance of the permafrost protection techniques at Beaver Creek experimental road site, Yukon, Canada. In Proceedings of the 10th International Conference on Permafrost. Salekhard, Russia, The Northern Publisher, pp. 261-266
    DOI: 10.1061/9780784412473.005
  • Stephani. E., (2013) Permafrost Geosystem Assessment at the Beaver Creek Road Experimental Site (Alaska Highway, Yukon, Canada), Master dissertation, University of Alaska Fairbanks.

Acknowledgements

We thank to Paul Murchison and Yukon Highways’ Public Works for providing thermal data and access to the test site. We thank Yukon Highways and Public Works for giving access to the study site and to the data. We also thank Transport Canada for funding this project and the Natural Sciences and Engineering Research Council of Canada for its financial support.

Version history

You can request an older version by contacting nordicana@cen.ulaval.ca

Measurement sites

Site Latitude Longitude Altitude (m)
Beaver Creek, Yukon 62.337 -140.835 649 More info

Download

Data available for download are in ZIP format. Please properly cite the data when using it.

Ground temperature at the centerline of the unmitigated embankment (2008-2018) - 4-hour interval Get file
File: ds_000605109.zip Size: 1.9 MB
Sites
Beaver Creek, Yukon
Data
Ground temperature 10/2008 – 12/2018
Ground temperature in the slope of the unmitigated embankment (2008-2018) - 4 hour interval Get file
File: ds_000605113.zip Size: 2 MB
Sites
Beaver Creek, Yukon
Data
Ground temperature 10/2008 – 12/2018