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Results:

• 11. VI_Arsskyrsla_2018_vef

  grundvelli myndatöku með flygildum og leysimælitæki (TLS) hefur verið notað við kortlagningu flóðfara og við mat á útbreiðslu og umfangi hlaupa. Þétt net jarðskjálftamæla, sem staðsettir eru á jökulskerjum eða grafnir í jökul, hefur gefið góða raun við ákvörðun á dýpi jarðskjálfta undir jöklum. Kvikuhreyfingar hafa þannig verið kortlagðar og myndun gosrása staðfest af meiri nákvæmni en áður. Þó /media/vedurstofan/utgafa/arsskyrslur/VI_Arsskyrsla_2018_vef.pdf

• 12. Gudmundsson-etal-2011-PR-7282-26519-1-PB

  -corrected SPOT 5 high-resolution geometric (HRG) images with 2.5 m 2.5 m spatial resolution, acquired in the autumn 2003 and (4) airborne polarimetric synthetic aperture radar images observed simultaneously to the 1998 EMISAR images and the EMISAR DEM viewed as a shaded relief image (Magnu´sson et al. 2005b). We estimate the average specific net mass balance (in m yr1 w. eq.) as bn r DV A1  N /media/ces/Gudmundsson-etal-2011-PR-7282-26519-1-PB.pdf

• 13. ces-oslo2010_proceedings

  close to 2000 m a.s.l. Consequently, catchments having a hydrological regime influenced by snow and glacial melt show signs of sensitivity to temperature variations. The mean annual catchment-averaged temperature difference between the 25% warmest and 25% coldest years ranges from 1.5°C to 1.8°C depending on catchment. It is found that a mean annual temperature difference /media/ces/ces-oslo2010_proceedings.pdf

• 14. vanRoosmalen_etal-2009-WRR_2007WR006760

  1998] and RCM output such as incoming and outgoing, short- and long-wave radiation, temperature, water vapor pressure, and wind speed: ETref ¼ 0:408D Rn
  Gð Þ þ g 900T þ 273 u2 es
  eað Þ Dþ g 1þ 0:34u2ð Þ ð3Þ where ETref is reference evapotranspiration (mm d
  1), Rn is net radiation at the crop surface (MJ m
  2 d
  1), G is soil heat flux density (MJ m
  2 d
  1), T is mean daily air temperature at 2 m /media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf

• 15. Adalgeirsdottir-etal-tc-5-961-2011

  (DGPS) equipment in 2001. Continuous profiles, approximately 1 km apart, were measured in the accumulation zone and a dense net- work of point measurements were carried out in the abla- tion zone. Digital Elevation Models (DEMs) of the surface and bedrock were created from these data (Fig. 2; Björns- son and Pálsson, 2004). The estimated errors are at most 1–5 m (bias less than 1 m) for the surface /media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf

• 16. Reykholt-abstracts

  .................................................................... 24 SURFMAP? – integrating lidar measurements into an Antarctic surface DEM Gary M. Llewellyn .................................................................................................................. 25 An overview of past and future surveys of Iceland conducted by the NERC ARSF Eric Lutz, Bob Hawley, Michelle Hofton, John Sonntag, Kelly /media/vatnafar/joklar/Reykholt-abstracts.pdf

• 17. 2010_016

  between maximum and minimum predicted snowmelt is colored grey. ....................................................................................................................... 25 Figure 11. Mean snow storage seasonality for scenario runs compared with the period 1961–1990 (shown in blue) and the more recent period 2000–2009 (shown in red) for Sandá í Þistilfirði (vhm 26). Snow storage /media/ces/2010_016.pdf

• 18. 2010_017

  ....................................................................................................................... 21 6 DISCUSSION ................................................................................................................ 25 7 CONCLUSIONS ............................................................................................................ 27 8 ACKNOWLEDGMENTS /media/ces/2010_017.pdf

• 19. Horsens_case

  7 1 2 3 4 5 6 7 8 9 10 11 12 Month M ea n d is ch ar g e (m 3 / s) Present: Mean A2: Mean Station 280001: Upstream Bygholm Lake 0 5 10 15 20 25 30 35 1 2 3 4 5 6 7 8 9 10 11 12 Month M ax im u m d is ch ar g e (m 3 / s) Present: Max A2: Max Station 270045: Upstream Lake Nørrestrand 0 2 4 6 8 10 12 14 16 1 2 3 4 5 6 7 8 9 10 11 12 Month M ea n d is ch ar g e (m 3 / s) Present: Max A2: Max /media/loftslag/Horsens_case.pdf

• 20. 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