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Results:

• 11. 2010_003rs

  improved the results, it was decided to leave them as they were processed originally, apart from a few minor changes. The main results have partly been published in two reports at Veðurstofan, Rit 21 (Hjaltadóttir and Vogfjörð, 2005) and report 05020 (Hjaltadóttir et al., 2005), but these reports are not nearly as extensive as the following text. The research has also been presented /media/vedurstofan/utgafa/skyrslur/2010/2010_003rs.pdf

• 12. Traffc-maintenance_expenditures

  602 1985 69 162 268 854 21 519 287 550 - 8 390 17 755 26 574 8 767 - - - 708 572 1 444 484 1984 63 220 239 096 17 569 274 379 - 6 561 17 510 21 630 7 314 - - - 646 775 1 373 444 1983 58 155 225 692 22 930 273 852 - 7 658 15 811 17 982 7 433 - - - 629 513 1 410 203 1982 52 712 189 383 15 822 262 412 - 8 974 15 974 17 509 10 038 - - - 572 824 1 385 993 1981 48 251 172 997 14 874 234 817 - 6 526 20 /media/loftslag/Traffc-maintenance_expenditures.pdf

• 13. VI_2020_008

  including culverts and other forms of artificial drainage. So- called ‘design flood’ estimates are used as a guideline for the maximum capacity of drainage constructions. In Iceland, the main dataset for precipitation extremes comes from the research of Jónas Elíasson (Elíasson, 2000; Elíasson et al., 2009), who created a national map – known as 1M5 – of daily precipitation thresholds based /media/vedurstofan-utgafa-2020/VI_2020_008.pdf

• 14. 2010_005_

  warming rates in their respective driving GCMs. However, even with the same driving GCM, the RCM responses may vary greatly. The main difference between the HadCM3 and the ECHAM5 runs resides mostly in the location and timing of the largest SAT increase, rather than in the regional average of warming rate. Over the land and immediately to the north of Iceland, the HadCM3 is several degrees colder /media/ces/2010_005_.pdf

• 15. Reykholt-abstracts

  over the subglacial Katla caldera in 2011, allowed estimation of the volume of floodwater released from a subglacial lake in July 2011, which swept away a bridge on the main road around Iceland. This cauldron is one of several located within the caldera where a large eruption could occur in the near future. The project is an Icelandic contribution to ongoing research on the effects of global /media/vatnafar/joklar/Reykholt-abstracts.pdf

• 16. The weather in Iceland in 2018

  Grímsstaðir 473,7 134,9 113,2 20,0 197 110 Dalatangi 1975,2 131,7 112,1 71,3 275 189 Höfn í Hornafirði 1874,7 139,7 121,7 56,4 281 191 Vatnsskarðshólar 2016,4 123,9 116,5 57,1 266 210 Hjarðarland 1319,2 98,4 103,5 52,7 204 174 Írafoss 2191,0 120,8 /about-imo/news/the-weather-in-iceland-in-2018

• 17. The weather in Iceland in 2020

  Skjaldþingsstaðir 1522.3 # 119 83.6 196 133 Dalatangi 1470.6 98 82 66.4 238 150 Höfn í Hornafirði 1625.2 121 104 92.9 189 134 Vatnsskarðshólar 1832.6 113 101 51.6 256 185 Hjarðarland 1395.2 # 111 70 194 164 Keflavíkurflugvöllur 1045.2 94 99 /about-imo/news/the-weather-in-iceland-in-2020

• 18. The weather in Iceland in 2021

  89 54.1 210 129 Sauðanesviti 944.7 107 101 41.8 222 127 Akureyri 636.4 111 98 29.5 172 103 Grímsstaðir 400.4 103 89 14.3 189 97 Skjaldþingsstaðir 1112.4 # 84 61.2 184 115 Dalatangi 1437.2 87 81 47.6 232 145 Höfn í Hornafirði 1327 # 83 /about-imo/news/the-weather-in-iceland-in-2021

• 19. VI_2020_005

  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 2 Background . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 2.1 Factors affecting sea level . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 2.1.1 Main factors affecting sea level in Scandinavia, the UK and Iceland . . . . 13 2.2 Sea level data /media/vedurstofan-utgafa-2020/VI_2020_005.pdf

• 20. Journal_of_Hydrology_Veijalainen_etal

  - ferent parts of Europe. Both short-term and long-term estimates are needed for different planning time-horizons, since the changes in floods may not be linear. Hydraulic modelling has been the main tool for evaluation of flood inundation (Horritt and Bates, 2002; Hunter et al., 2007; Käyhkö et al., 2007; Pender and Néelz, 2007; Alho et al., 2008). The most common way of implementing the Floods /media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf