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Results:

• 11. VED_AnnualReport-2013_screen

  and our intention is to run these models dur- ing times of hazardous events and even on a daily basis to further improve monitoring. Avalanche monitoring has progressed. The em- phasis is now on improving our services, especially to the Icelandic Road and Coastal Administration with regard to transport. The reason is that com- munity structure has changed considerably in recent years and the need /media/vedurstofan/utgafa/arsskyrslur/VED_AnnualReport-2013_screen.pdf

• 12. 2005EO260001

  level in Skeidará waned. The last sign of a crater explosion was seen at GRF early on 6 November, leaving only a weak tremor signal from the remnants of the jökulhlaup. The jökulhlaup fi nally ended in early December, after ~0.8 km3 of water had drained from the Grímsvötn lake (J. Hardardóttir, personal com- munication, 2005). Location and Volume Constraints Earthquake locations at Grímsvötn /media/jar/myndsafn/2005EO260001.pdf

• 13. Paper-Olafur-Rognvaldsson_92

  a systematic com- parison of results to observed precipitation has been carried out. Un- dercatchment of solid precipitation is dealt with by looking only at days when precipitation is presumably liquid or by considering the occurrence and non-occurrence of precipitation. Away from non- resolved orography, the long term means (months, years) of observed and simulated precipitation are often /media/ces/Paper-Olafur-Rognvaldsson_92.pdf

• 14. Refsgaard_etal-2007-Uncertainty-EMS

  and possibly the stake- holders at different phases of the modelling project. Many QA guidelines exist such as Middlemis (2000) and Van Waveren et al. (1999). The HarmoniQuA project (Schol- ten et al., 2007; Refsgaard et al., 2005a) has developed a com- prehensive set of QA guidelines for multiple modelling domains combined with a supporting software tool, MoST (downloadable via http /media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.pdf

• 15. vanRoosmalen_etal-2009-WRR_2007WR006760

  with 20% and 2% for the HIRHAM experiments using HadAM3H and with 30% and 7% for the ECHAM- driven experiments for Middle Europe and Scandinavia, respectively. [18] RCM output is not available for the entire period 1961–2100 because transient RCM simulations are com- putationally very demanding. Instead two 30-year time slices are available; one representative for the climate in the period 1961–1990 /media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf

• 16. VI_2014_005

  in an overall cold bias, compared with station measurements. To test, whether this is due to the HARMONIE model core or the external surface scheme, biases of 2-m temperature from SURFEX are com- pared with biases of temperature projected from the lowest two model levels to 2 mAGL. It is found that the negative temperature biases are due to shallow inversion layers near the ground, which are introduced /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_005.pdf

• 17. Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management

  improving management policies and practices by learning from the outcomes of implemented management strategies. Partici- patory integrated assessment is here a form of problem structuring for identification of gaps, ambiguity and multiple frames, confrontation, and integration of the most divergent views with respect to a given problem situation. Additional methods and tools that AM require com /media/loftslag/Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management.pdf

• 18. VI_2019_009

  of the automatic station, 87% of the records show the max- imum visibility. ..................................................................................... 18 9 Records from the automatic station. The figure to the right is the visibility with- out the most frequent value....................................................................... 19 10 The visibility difference (manual observation minus /media/vedurstofan-utgafa-2019/VI_2019_009.pdf

• 19. VI_2020_005

  /media/vedurstofan-utgafa-2020/VI_2020_005.pdf

• 20. Adalgeirsdottir-etal-tc-5-961-2011

  were carried out to obtain the flow and sliding parameters for Hoffellsjökull that resulted in a good simulation of the observed 20th century evolution of the glacier geometry. The obtained values for the rate factor and the sliding parameter are A= 4.6× 10−15 s−1 kPa−3 and C = 10× 10−15 m a−1 Pa−3, respectively. The ice divide is kept at a fixed location in the model com- putations presented here /media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf