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Results:

• 11. Group4

  ), it was decided to broaden the remit to include both mitigation and adaptation measures across the broad range of transport systems. Expected main climate effects for Finland in relation to the national road network: 1) Wetter winters with lower snowfall and more rain, 2) increase in freeze/thaw cycles in winter in the southern parts of Finland, 3) higher frequency and severity of storms, 4) hotter /media/loftslag/Group4.pdf

• 12. Reykholt-abstracts

  Reykholt, Iceland, June 20–21, 2013 1 Content Sessions ...................................................................................................................................... 4 Programme ............................................................................................................................... 4 List of participants /media/vatnafar/joklar/Reykholt-abstracts.pdf

• 13. 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

• 14. 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

• 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. 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

• 17. VI_2014_005

  , Veðurstofu Íslands   Contents 1 Introduction ................................................................................................ 7 2 Model setup and data ................................................................................... 7 3 Model terrain and surface type ...................................................................... 9 4 Impact of initial conditions in blending /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_005.pdf

• 18. Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management

  and provide a narrative approach for tool enhancement. r 2007 Elsevier Ltd. All rights reserved. Keywords: Groundwater management; Bayesian belief networks; Qualitative interview; Adaptive management; IWRM; Tool enhancement; Participatory integrated assessment; Social learning; Newater; Organizational complexity 1. Introduction and indexes are available e.g. poverty index, water stress index etc /media/loftslag/Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management.pdf

• 19. VI_2020_005

  flooding, sea level, sea level rise, risk assessment, natural hazard This work was carried out for the Icelandic Meteorological Office and is a part of Masters Thesis ISSN 1650-6553 No. 470, published by the Department of Earth Sciences at Uppsala University in 2019. The Masters Thesis is available as a whole at www.diva-portal.org. Copyright c Guðrún Elín Jóhannsdóttir Contents 1 Introduction /media/vedurstofan-utgafa-2020/VI_2020_005.pdf

• 20. Horsens_case

  NONAM Summerschool Copenhagen 22-26 August 2011 1 HORSENS FJORD CASE Hans Jørgen Henriksen, GEUS 1. Background to the case Introducing the catchment Horsens Fjord is a shallow and eutrophic estuary located on the east side of Jutland, Denmark within the WFD catchment area Horsens Fjord (Fig. 1). The surface area of the Fjord is approximately 46 km2 and the mean depth is 2.9 m besides /media/loftslag/Horsens_case.pdf