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Dynamic simulations of Vatnajökull ice cap from 1980 to 2300

Published online by Cambridge University Press:  10 December 2019

Louise Steffensen Schmidt*
Affiliation:
Department of Earth Sciences, University of Iceland, Reykjavik, Iceland
Guðfinna Ađalgeirsdóttir
Affiliation:
Department of Earth Sciences, University of Iceland, Reykjavik, Iceland
Finnur Pálsson
Affiliation:
Department of Earth Sciences, University of Iceland, Reykjavik, Iceland
Peter L. Langen
Affiliation:
Danish Meteorological Office, 2100Copenhagen, Denmark
Sverrir Guđmundsson
Affiliation:
Department of Earth Sciences, University of Iceland, Reykjavik, Iceland Veitur Utilities, 110Reykjavik, Iceland
Helgi Björnsson
Affiliation:
Department of Earth Sciences, University of Iceland, Reykjavik, Iceland
*
Author for correspondence: Louise Steffensen Schmidt, E-mail: lss7@hi.is
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Abstract

Like most ice caps and glaciers worldwide, Icelandic glaciers are retreating in a warming climate. Here, the evolution of Vatnajökull ice cap, Iceland, from 1980 to 2300 is simulated by forcing the Parallel Ice Sheet Model (PISM) with output from Regional Climate Models (RCMs). For climate simulations of the recent past, HARMONIE-AROME reanalysis-forced simulations are used, while for future climate conditions, high-resolution (5.5 km) simulations from the RCM HIRHAM5 are used in addition to available CORDEX simulations (12 km). The glacier evolution is modelled using the RCP 4.5 and RCP 8.5 scenarios until 2100. To extend the time series, the 2081–2100 climate forcing is repeated until 2300. For RCP 4.5, the ice cap loses 31–64% of its volume and 13–37% of its area by 2300 depending on the used model forcing. For RCP 8.5, the volume decrease is 51–94% and the area decrease is 24–80% by 2300. In addition, the effect of elevation feedbacks is investigated by adding a precipitation and temperature lapse rate to the HIRHAM5 simulations. By 2300, the lapse rate runs have a 9–14% smaller volume and a 9–20% smaller area than the runs without a lapse rate correction.

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Type
Papers
Creative Commons
Creative Common License - CCCreative Common License - BYCreative Common License - NCCreative Common License - ND
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
Copyright © The Author(s) 2019
Figure 0

Fig. 1. Vatnajökull ice cap. Shown are the locations of AWS stations (black triangles) and SMB/surface velocity sites (black dots) used in this study. The red lines show the ice divides.

Figure 1

Table 1. CORDEX simulations used in this study

Figure 2

Fig. 2. The setup of the model coupling. The precipitation and temperature lapse rate corrections are only added for the elevation feedback experiments.

Figure 3

Fig. 3. Quantile–quantile plots of the monthly mean temperatures from five AWSs compared to (a) EC-EARTH forced simulations and (b) ERA-Interim forced simulations. Red line shows the straight line the quantiles follow and the black line shows a one-to-one line.

Figure 4

Fig. 4. The simulated, anomaly corrected SMB by HIRHAM5-EC-EARTH using the RCP 4.5 and RCP 8.5 scenarios. Black lines with coloured dots show the observations.

Figure 5

Fig. 5. Comparison of flow velocities after 1 year with measured velocities at the SMB stakes (Fig. 1) for (a) western Brúarjökull, (b) eastern Brúarjökull, (c) Köldukvíslarjökull, (d) Síðujökull, (e) Tungnaárjökull, (f) Dyngjujökull, (g) Breiðamerkurjökull and (h) Eyjabakkajökull. The horizontal axis is the distance from the ice divide. The red dots show the simulated velocities using only SIA with A = 2.4 · 10−24 s−1Pa−3, assumed to be equivalent to the deformation velocity, and the blue dots show SSA+SIA velocities when the options in Table 2 are used. Solid black line shows the average over the observation period, while stippled black lines show the maximum and minimum observation.

Figure 6

Table 2. Model choices changed from the PISM default settings

Figure 7

Fig. 6. (a) The surface elevation and the outline of the reference extent (white) and the spin-up extent (purple). (b) The elevation difference between the reference ice surface and the model after the constant climate spin-up. (c)–(h) The spin-up profiles compared to observed 2010 profiles from six outlets. Profiles are shown with black lines in (a).

Figure 8

Table 3. The mean root-mean-square error between average observed and simulated surface velocities for all measurement sites.

Figure 9

Fig. 7. (a) HARMONIE-HIRHAM5 reconstructed summer (red), winter (blue) and net (green) SMB compared with observations (black); (b) volume and (c) area in simulation from 1980 to 2015.

Figure 10

Fig. 8. Changes in ice cap volume and area with step-wise climate forcing. Figures (a)–(c) do not take elevation feedback into account, while Figures (d)–(e) use a lapse rate correction. Figures (a) and (d) show the volume change relative to the reference ice cap, (b) and (e) show the area change relative to the reference, and (c) and (f) show the steady-state area at the end of the simulations.

Figure 11

Fig. 9. (a–b) Changes in ice cap volume and area, compared with the reference ice cap, with varying forcing from 1980 to 2100 for RCP 4.5 and RCP 8.5 scenarios, and continued until 2300 using repeated 2081–2100 forcing with and without lapse rate correction (ΓT,p). (c–d) The areal extent of the ice cap at 100-year time intervals for (c) RCP 4.5 and (d) RCP 8.5 scenarios with no lapse rate correction.

Figure 12

Fig. 10. Profiles of six outlets showing the thickness and extent for the RCP 8.5 scenario in 1980, 2100, 2200 and 2300. Locations of the flowlines are shown in Figure 6.

Figure 13

Table 4. The amount of retreat of select outlets in km/percentage along the flowlines shown in Figure 6 in scenarios conducted with EC-EARTH forced climate

Figure 14

Table 5. The change in temperature, precipitation and SMB between the reference period (1991–2010) and the end of the century (2081–2100) in the 5.5 km HIRHAM5 simulations, and the increase in the CORDEX runs for the same period, given as min/max (mean)

Figure 15

Fig. 11. Results of CORDEX forced PISM runs for RCP 4.5 (a–c) and RCP 8.5 (d–f); (a+d) volume change and (b+e) area change; (c+f) the reference area, the largest simulated 2300 area and the smallest simulated 2300 area.

Figure 16

Table 6. Sensitivity analysis of the projected area and volume to the flow law parameters. Each parameter is varied by ±20% and the maximum absolute differences are given