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Results:

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

  RESEARCH/REVIEW ARTICLE Response of Eyjafjallajo¨kull, Torfajo¨kull and Tindfjallajo¨kull ice caps in Iceland to regional warming, deduced by remote sensing Sverrir Gudmundsson,1 Helgi Bjo¨rnsson,1 Eyjo´lfur Magnu´sson,1 Etienne Berthier,2 Finnur Pa´lsson,1 Magnu´s Tumi Gudmundsson,1 Tho´rdı´s Ho¨gnado´ttir1 & Jørgen Dall3 1 Institute of Earth Sciences, University of Iceland, Sturlugata 7, Askja /media/ces/Gudmundsson-etal-2011-PR-7282-26519-1-PB.pdf

• 12. 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

• 13. Reykholt-abstracts

  lidar surveys Joaquín Muñoz-Cobo Belart, Eyjólfur Magnússon and Finnur Pálsson .......................... 11 Mass balance analysis of Drangajökull ice cap from historical photogrammetry and lidar Beata Csatho, Thorsten Markus and Thomas Neumann ................................................... 12 The ICESat-2 mission: design, applications and pre-launch performance assessments /media/vatnafar/joklar/Reykholt-abstracts.pdf

• 14. 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

• 15. Horsens_case

  level coursed by tides is small with a range of less than 0.5 m. Figur 1. Horsens Fjord catchment. WFD main catchment area is 794 km2 NONAM Summerschool Copenhagen 22-26 August 2011 2 Physical features and ecosystem The fjord landscape is formed by glacial deposits. The average depth is 5 meters and the residence time of water in the fjord is about 20 days. As to tidal variations /media/loftslag/Horsens_case.pdf

• 16. CASE_A___Jes_Pedersen_(Region_Midt,_Dk)_Introduction

  in sea surface level in the North Sea/Baltic Sea system whereas changes in sea surface level coursed by tides is small with a range of less than 0.5 m. Figur 1. Horsens Fjord catchment. WFD main catchment area is 794 km2 NONAM Risk Assessment and Stakeholder Investment. Multidisciplinary Workshop in Reykjavík 26 – 27 August 2010 2 Physical features and ecosystem The fjord landscape /media/loftslag/CASE_A___Jes_Pedersen_(Region_Midt,_Dk)_Introduction.pdf

• 17. Case_A___Horsens_Fjord

  in sea surface level in the North Sea/Baltic Sea system whereas changes in sea surface level coursed by tides is small with a range of less than 0.5 m. Figur 1. Horsens Fjord catchment. WFD main catchment area is 794 km2 NONAM Risk Assessment and Stakeholder Investment. Multidisciplinary Workshop in Reykjavík 26 – 27 August 2010 2 Physical features and ecosystem The fjord landscape /media/loftslag/Case_A___Horsens_Fjord.pdf

• 18. Outline_for_the_case_Road_maintenance_in_a_changing_climate

  NONAM PhD course – Adaptive management in relation to climate change – Copenhagen 21-26/8/2011 …………………………………………………………………………………………………………………………………………………………………… 1 Outline for the case Road maintenance in a changing climate Introduction Roads and transport systems are vulnerable to climate change impacts (VTT 2011; Koetse and Rietveld, 2009; Regmi & Hanaoka, 2011; Road ERA-net 2009 & 2010 /media/loftslag/Outline_for_the_case_Road_maintenance_in_a_changing_climate.pdf

• 19. NONAM_1st_workshop_summary_v3

  NONAM Nordic Network on Adaptive Management in relation to climate change Risk Assessment and Stakeholder Involvement Multidisciplinary Workshop in Reykjavík 26 - 27 August 2010 Final report NONAM Workshop Reykjavik 26 & 27 August 2010 – Summary 2 Contents Introduction /media/vedurstofan/NONAM_1st_workshop_summary_v3.pdf

• 20. 2010_017

  ............................................................................................................................... 5 TABLES ................................................................................................................................. 6 1 ABSTRACT ..................................................................................................................... 7 2 INTRODUCTION /media/ces/2010_017.pdf