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Results:

• 21. 2010_016

  .................................................................................................................... 7 2 INTRODUCTION ........................................................................................................... 8 3 METHODS .................................................................................................................... 10 4 DATA /media/ces/2010_016.pdf

• 22. NONAM_1st_workshop_summary_v3

  ........................................................................................................................... 3  Summary ............................................................................................................................... 4  Summary of the break-out sessions on road infrastructure ................................................... 6  Summary of the break-out sessions on Horsens case /media/vedurstofan/NONAM_1st_workshop_summary_v3.pdf

• 23. 2010_017

  ............................................................................................................ 7 3 METHODS ..................................................................................................................... 11 3.1 General methodology ............................................................................................ 11 3.2 Improvements in model application ...................................................................... 12 3.2.1 Activation /media/ces/2010_017.pdf

• 24. VI_2014_005

  , Veðurstofu Íslands   Contents 1 Introduction ................................................................................................ 7 2 Model setup and data ................................................................................... 7 3 Model terrain and surface type ...................................................................... 9 4 Impact of initial conditions in blending /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_005.pdf

• 25. Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management

  networks for t i Christiansen Barlebo r Voldgade 10, DK-1350 Copenhagen K, Denmark form 3 May 2007; accepted 11 May 2007 29 June 2007 www.elsevier.com/locate/jenvman  Mak manage ARTICLE IN PRESS brought together to find a solution that is adequate from multiple perspectives. This, not only requires coping with various sources and types of uncertainty, but also with the ambiguity produced /media/loftslag/Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management.pdf

• 26. Bárðarbunga 2014 - August events

  the event than in the previous eruption, but more lava is being extruded. At 07 AM the lava flow was around 1 km wide and 3 km long towards northeast. The thickness was estimated a few meters, the flow about 1000 m3 pr second. Approximately 500 earthquakes were detected in the area and smaller than before. The strongest earthquake, M3.8 was in the Bárðarbunga caldera. Poor weather conditions prevail /earthquakes-and-volcanism/articles/nr/3000

• 27. Bardarbunga-2014_August-events

  It was detected on Míla´s web-camera at 05:51 AM. Fewer earthquakes seem to follow the event than in the previous eruption, but more lava is being extruded.  At 07 AM the lava flow was around 1 km wide and 3 km long towards northeast. The thickness was estimated a few meters, the flow about 1000 m3 pr second.  Approximately 500 earthquakes were detected in the area and smaller than before /media/jar/Bardarbunga-2014_August-events.pdf

• 28. Bárðarbunga 2014 - August events

  the event than in the previous eruption, but more lava is being extruded. At 07 AM the lava flow was around 1 km wide and 3 km long towards northeast. The thickness was estimated a few meters, the flow about 1000 m3 pr second. Approximately 500 earthquakes were detected in the area and smaller than before. The strongest earthquake, M3.8 was in the Bárðarbunga caldera. Poor weather conditions prevail /earthquakes-and-volcanism/articles/nr/3000/

• 29. VI_2020_005

  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 2.4.1 Sea level projections for Scandinavia, the UK and Iceland . . . . . . . . . 29 2.5 Extreme sea level . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 2.5.1 Extreme sea levels in Scandinavia, the UK and Iceland . . . . . . . . . . . 36 3 Coastal flooding risk analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 3.1 Coastal flooding risk /media/vedurstofan-utgafa-2020/VI_2020_005.pdf

• 30. VI_2022_006_extreme

  J. Roberts Tinna Þórarinsdóttir VÍ 2022-006 Skýrsla +3 5 4 522 6000 vedur@ve d u r.i s Veðursto f a Ísland s B ú sta ð a rve g u r 7–9 108 Reyk j a vík Contents 1 INTRODUCTION .................................................................................................................. 4 2 STUDY AREA /media/vedurstofan-utgafa-2022/VI_2022_006_extreme.pdf