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• 11. Avalanches in Iceland

  and landslides have caused both death and injury and done great damage to infrastructure and property in Iceland. In the twentieth century, 193 persons died, thereof 69 persons after 1974. Financial cost between 1974 and 2000 amounts to 3.3 billion IKR. Catastrophic avalanches in the villages Súðavík (January) and Flateyri (October) 1995, which killed 34 people and caused extensive economic damage /avalanches/avalanches/

• 12. Group5-Stakeholders_involvement

  /EPP 2 Stakeholders analysis 26 August 2011 PM/YZ/EPP 3 Stake h o l d e r s P u b l i c / p r i v at e P o w e r l e v e l (“ n u i s an ce” ca p a c i t y ) O r i e n tat i o n H or s t e n s m uni c ipal i t y ( c o m pe t e n t a u t h ori t y ) P u b l i c S t ron g Go v ernanc e N eighbour mun i c i p ali t y P u b l i c S t ron g Go v ernanc e Poli c y /media/loftslag/Group5-Stakeholders_involvement.pdf

• 13. Flood from Skaftá

  eastern and western, are located in the western part of Vatnajökull Ice-cap. They form because of geothermal activity that melts the glacier from below and water accumulates beneath them. When the hydro static pressure is high enough for the water to lift the ice above and flow from below the cauldrons it causes a flood. Floods from the eastern-cauldron are usually larger than the floods /about-imo/news/flood-in-estern-skafta

• 14. Flood from Skaftá

  eastern and western, are located in the western part of Vatnajökull Ice-cap. They form because of geothermal activity that melts the glacier from below and water accumulates beneath them. When the hydro static pressure is high enough for the water to lift the ice above and flow from below the cauldrons it causes a flood. Floods from the eastern-cauldron are usually larger than the floods /about-imo/news/flood-in-estern-skafta/

• 15. ces_geus_paakitsoq_full_report

  offsets between measurements and downscaled RCM fields at Crawford and Swiss Camp (1995-2006) are calculated. The offset-values are averaged over both stations and all years to obtain a correction value for each day of the year. Due 9 Figure 8: Mean annual accumulation distribution for the Paakitsôq area according to RCAO (Plot a) and HIRHAM4 (Plot b). to time constraints it was decided to calculate /media/ces/ces_geus_paakitsoq_full_report.pdf

• 16. VI_2009_006_tt

  lake in a volcanic caldera in the interior of the Vatnajökull ice cap (Björns- son, 1988). Jökulhlaups from Grímsvötn have been known since at least the fourteenth century (Þórarinsson, 1939, 1974). In the beginning of the twentieth century there were about ten years between outbursts but the floods diminished with time and became more frequent. After a catastrophic, rapidly rising flood caused /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf

• 17. CES_D2.4_task2_CMIP3_winds

  in the average wind speed between the baseline (or control) period 1971-2000 and the scenario period 2046-2065. These periods were chosen based on the availability of model output at daily time resolution. We have analyzed the surface geostrophic wind (hereafter Vg) rather than the actual simulated surface winds, because the latter are sensitive to the details of the boundary layer /media/ces/CES_D2.4_task2_CMIP3_winds.pdf

• 18. CES_D2.4_task1

  is projected to approach 90%. The impact of anthropogenic climate change on precipitation is still estimated to be very small at present. In the middle of this century, typically about 60% of all months are projected to have above-median precipitation in northern Europe, although with a substantial variation with the time of the year. An on-line appendix of this report provides detailed tables /media/ces/CES_D2.4_task1.pdf

• 19. Refsgaard_etal-2007-Uncertainty-EMS

  The advantage of Monte Carlo analysis is its general appli- cability and that it does not impose many assumptions on prob- ability distributions and correlations and that it can be linked to any model code. The key limitation is the large run times for computationally intensive models and the huge amount of outputs that are not always straightforward to analyse. 4.8. Multiple model simulation Multiple model /media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.pdf

• 20. VI_2020_008

  by the Peak-over-Threshold with MLE applied on daily and 24-hour accumulated precipitation from the ICRA. ............................... 58 8 Glossary 1M5 – Daily or 24-hour precipitation return level with a 5-year return period AMS – Annual Maxima Series CC – Closeness Coefficient CDO – Climate Data Operator EVA – Extreme Value Analysis GP – Generalized Pareto ICRA – Icelandic /media/vedurstofan-utgafa-2020/VI_2020_008.pdf