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Results:

• 11. 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

• 12. Irafossmyndir_1-4

  
  Mynd 1
  Mynd 2 
  Mynd 3
  Mynd 4 /media/geislun/myndasafn/Irafossmyndir_1-4.doc

• 13. 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

• 14. 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

• 15. VI_2014_005

  in an overall cold bias, compared with station measurements. To test, whether this is due to the HARMONIE model core or the external surface scheme, biases of 2-m temperature from SURFEX are com- pared with biases of temperature projected from the lowest two model levels to 2 mAGL. It is found that the negative temperature biases are due to shallow inversion layers near the ground, which are introduced /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_005.pdf

• 16. 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

• 17. Joining forces in weather forecasting and climate research

  of how climate change will impact our countries” says Árni.A sustainable solution Powered entirely by Icelandic hydropower and geothermal energy sources and taking advantage of the local tempered climate for keeping the supercomputer components cool, the running costs and CO2 footprint will be kept to a minimum, saving tonnes of CO2 in line with the four nations' efforts towards reaching Net /about-imo/news/joining-forces-in-weather-forecasting-and-climate-research

• 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. Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management

  ) Use this model to identify policies that are likely to succeed or that probe key uncertainties; (2) being to (1) Work with stakeholders to develop a shared under- standing of the system to be managed and the desirable outcomes, by developing a system model that can be used for policy screening; Wal as a d e social and political values in water resource ment. ters and Holling (1990) describe /media/loftslag/Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management.pdf