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• 51. VI_2009_013

  striking westwards and a group of N-S-striking pressure axis dipping 45 degrees from the horizontal and more, suggesting that extensional forces play a large role. Figure 9 includes the mechanisms of 82 out of the 99 earthquakes in total located between 17 and 26 km depth and thus shows nearly the same results as described earlier for that interval, that the tension axis is chiefly horizontal /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_013.pdf

• 52. VI_2015_006

  - cast (with a cloud cover of at least 99%). As shown in Section 3, high-level clouds have a very limited impact on the surface radiation budget, and are therefore excluded. At each grid point, the total cloud cover is then determined as either the low- or mid-level cloud cover, depending on which is greater. In addition to cloud conditions, over land (excluding inland waterbodies), a distinction /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_006.pdf

• 53. VI_2014_005

  with vertical boundary-layer profiles calculated di- rectly from HARMONIE model levels. Due to the temporal and spatial variability of model level heights, for the calculation of average vertical profiles, individual model profiles above 6The large positive bias northeast of Vatnajökull is due to the unusually cold summertime temperatures measured at Station 5932, situated near the edge /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_005.pdf

• 54. Keskitalo_et_al-MLG_and_adaptation_FINAL

  /media/loftslag/Keskitalo_et_al-MLG_and_adaptation_FINAL.pdf

• 55. BIVM_windrose_2005-2014

  N E S W N (Number of observations for wind direction) Icelandic Met Office 02. júl. 2015 114 8 128 7 84 9 36 1 26 0 13 9 24 3 65 4 136 4 250 3 366 4 298 8 189 6 146 9 99 9 160 6 111 5 83 5 86 1 86 4 80 0 82 6 92 4 96 3 97 5 124 9 109 5 127 7 122 4 115 3 88 0 61 9 52 3 55 3 96 0 109 9 Wind rose BIVM January 2005−2014 90 80 70 60 50 40 30 2010360350340 330 320 310 300 290 280 /media/vedur/BIVM_windrose_2005-2014.pdf

• 56. VI_2016_006_rs

  in a collaboration between the Austrian engineering company Ingenieurbüro Illmer Daniel e.U. (DI), Efla consulting engineers and the Icelandic Meteorological Office (IMO). Daniel Illmer carried out the analysis of landslide protection measures, Jón Kristinn Helgason, Tómas Jóhannesson and Eiríkur Gíslason wrote sections about the geographical setting, the land- slide history and the assessment /media/vedurstofan-utgafa-2016/VI_2016_006_rs.pdf

• 57. VI_2015_007

  with the same method used to estimate qR(D;T ), but instead of pooling AMF series for a given duration D from different sites, the estimation is made individually for each site i by pooling AMF series for different durations D. The index flood, µi(D), is modelled at each site i as a continuous function of D, as follows: 12 µi(D) = µi 1+(D=Di)li ; (6) where µi, Di and li are basin dependent parameters /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_007.pdf