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Results:

• 11. vanRoosmalen_etal-2009-WRR_2007WR006760

  with 20% and 2% for the HIRHAM experiments using HadAM3H and with 30% and 7% for the ECHAM- driven experiments for Middle Europe and Scandinavia, respectively. [18] RCM output is not available for the entire period 1961–2100 because transient RCM simulations are com- putationally very demanding. Instead two 30-year time slices are available; one representative for the climate in the period 1961–1990 /media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf

• 12. Reykholt-abstracts

  in July 2016 on a Delta II rocket from Vandenberg Air Force Base in California. ICESat-2 will carry the Advanced Topographic Laser Altimeter System (ATLAS) and collect data to a latitudinal limit of 88 degrees. In contrast to Geoscience Laser Altimeter System (GLAS) on ICESat, ATLAS employs a 6-beam micro-pulse laser photon-counting approach. It uses a high repetition rate (10 kHz; 70 cm /media/vatnafar/joklar/Reykholt-abstracts.pdf

• 13. ces-oslo2010_proceedings

  ................................................................................................................................... 88 Melvold, K. and Laumann, T. A coupled mass-balance and ice-flow model for Midtdalsbreen; projection of glacier length based on climate scenarios (CES) ..................................................................................................................................................... 90 Thorsteinsson, Th., Sigurðsson, O. and Einarsson, B. Monitoring changes /media/ces/ces-oslo2010_proceedings.pdf

• 14. 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

• 15. Group4

  ); new long-term investment strategy prioritizing low- or zero-net carbon forms of mobility 2040 Modal shift in logistics chains, especially within heavy industry. 3.3 Backcasting scenario narrative Low-Impact Mobility Project Evaluation (LIMPE) Climate change is occurring. Is it natural or anthropogenic? It doesn’t matter. Even though the future is inherently uncertain, one certainty /media/loftslag/Group4.pdf

• 16. Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management

  in the data used in making the decision and the factors are interlinked, all of which makes the problem highly complex. The part of the net defined by variables and links is relatively easily communicated to stakeholders (Henriksen et al., 2007b). However the tal Management 88 (2008) 1025–1036 quantitative part, with the conditional probability tables (CPTs), the numbers, is the step where /media/loftslag/Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management.pdf

• 17. 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

• 18. CASE_A___Jes_Pedersen_(Region_Midt,_Dk)_Introduction

  increased net precipitation and increased rainfall intensity put pressure on the sewage system and the lake dam. Flooding of the town is expected to occur more frequently. Future flooding storms could be as high as 2,5 meters. The challenges have been divided into two main themes: sea level change and rainfall. NONAM Risk Assessment and Stakeholder Investment. Multidisciplinary Workshop /media/loftslag/CASE_A___Jes_Pedersen_(Region_Midt,_Dk)_Introduction.pdf

• 19. Case_A___Horsens_Fjord

  increased net precipitation and increased rainfall intensity put pressure on the sewage system and the lake dam. Flooding of the town is expected to occur more frequently. Future flooding storms could be as high as 2,5 meters. The challenges have been divided into two main themes: sea level change and rainfall. NONAM Risk Assessment and Stakeholder Investment. Multidisciplinary Workshop /media/loftslag/Case_A___Horsens_Fjord.pdf

• 20. Horsens_case

  fiord area. Adaptive challenges due to changes in regional groundwater level An increase in sea level will cause more frequent flooding in the town due to its low lying position by the fjord. In 2006, the local town hall was flooded when sea level rose to 1.76 m above normal. Simultaneously, increased net precipitation and increased rainfall intensity put pressure on the sewage system /media/loftslag/Horsens_case.pdf