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Results:

• 11. 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

• 12. Eyjafjallajokull_status_2010-05-07_IES_IMO

  recorded at 5-13 km depth, but fewer than yesterday. GPS deformation: Measurements from around Eyjafjallajökull indicate no major net discplaceaments, suggesting a stabilization of the surface deformation since yesterday. Other remarks: Grainsize analysis of samples taken of ash that fell on May 3rd at 64 km distance from the eruption site shows that about 5 % of the ash is smaller /media/jar/Eyjafjallajokull_status_2010-05-07_IES_IMO.pdf

• 13. James-Smith_Edward_CES_2010

  opportunity evaluation Case studies NOE Net SEAS-NVE Findings of case studies • Distribution companies generally well equipped for climate change – Cabling of all overhead lines well under way – Distribution boxes in areas with increased risk of flooding are elevated already – Salt spray further inland is becoming an increasing problem for substations and transformers Cabling in Denmark /media/ces/James-Smith_Edward_CES_2010.pdf

• 14. ces-oslo2010_proceedings

  Conference on Future Climate and Renewable Energy: Impacts, Risks and Adaptation 31 May - 2 June 2010 Soria Moria Hotel and Conference Center, Oslo, Norway Conference proceedings 1 Conference proceedings Future Climate and Renewable Energy: Impacts, Risks and Adaptation 31 May – 2 June 2010 Soria Moria Hotel and Conference Center, Oslo Norway Published by: Norwegian Water /media/ces/ces-oslo2010_proceedings.pdf

• 15. 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

• 16. 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

• 17. 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

• 18. 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

• 19. 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

• 20. 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