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Results:

• 21. 2013_001_Nawri_et_al

  of Iceland (Háskóli Íslands; UI) in the context of Work Package 2 of the project “Im- proved Forecast of Wind, Waves and Icing” (IceWind), funded primarily by the Nordic Top-level Research Initiative (Toppforskningsinitiativet; TFI), including national and private organisations. This report is the fifth in a series of IMO reports produced for IceWind, the others being Nawri et al. (2012d,a,b,c /media/vedurstofan/utgafa/skyrslur/2013/2013_001_Nawri_et_al.pdf

• 22. VI_2015_009

  estimates are required at locations where streamflow series are very short or where no data are available, making a direct estimation im- possible. Regional flood frequency analysis such as the index flood method (IFM) (Dalrymple, 1960) offers a solution to this problem. The idea is to trade space for time and compensate for the lack of information at the site of interest by using flood data from other /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_009.pdf

• 23. Daniell_etal-2010

  /media/loftslag/Daniell_etal-2010.pdf

• 24. Eriksson_Garvill_Nordlund_2006

  /media/loftslag/Eriksson_Garvill_Nordlund_2006.pdf

• 25. Refsgaard_etal-2007-Uncertainty-EMS

  /$ - see front matter  2007 Elsevier Ltd. All rights reserved. doi:10.1016/j.envsoft.2007.02.004 odelling process e A framework e an der Sluijs b, Anker Lajer Højberg a, eghem c,d d (GEUS), Copenhagen, Denmark , Department of Science Technology and Society, , The Netherlands e 22 (2007) 1543e1556 www.elsevier.com/locate/envsoft the pursuit of the objectives of preserving, protecting and im- proving /media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.pdf

• 26. VI_2016_006_rs

  /media/vedurstofan-utgafa-2016/VI_2016_006_rs.pdf

• 27. Huntjens_etal-2010-Climate-change-adaptation-Reg_Env_Change

  developmen t & im plemen tat ion Inf orma tion Ma nagemen t Fin an ce an d Cost Re cover y Risk Ma nagemen t Eff ec tiven ess Inte rna t. R egula tion Weighted averag e Rivierenland Alentejo Tisza Ukraine Tisza Hungary Fig. 3 Level of Adaptive and Integrated Water Management in coping with climate-related extreme events in the four case- studies (0 = non-adaptive and non-integrated, 2 /media/loftslag/Huntjens_etal-2010-Climate-change-adaptation-Reg_Env_Change.pdf

• 28. VI_2020_008

  precipitation would have comprised around 100 points, unevenly distributed over the country. The 1M5 map and derived results have proved to be im- portant tools in the design of bridges, culverts and other forms of infrastructure for handling surface runoff. For further methodological details about the current 1M5 map, see Elíasson et al. (2009). Since the publication of the original 1M5 map in 2000 /media/vedurstofan-utgafa-2020/VI_2020_008.pdf

• 29. VI_2020_011_en

  /media/vedurstofan-utgafa-2020/VI_2020_011_en.pdf

• 30. VI_2020_004

  /media/vedurstofan-utgafa-2020/VI_2020_004.pdf