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Results:

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

  ). The ice caps are Eyjafjallajo¨kull (ca. 81 km2), Tindfjallajo¨kull (ca. 15 km2) and Torfajo¨kull (ca. 14 km2). The DEMs were compiled using aerial photographs from 1979 to 1984, airborne Synthetic Aperture Radar (SAR) images obtained in 1998 and two image pairs from the SPOT 5 satellite’s high-resolution stereoscopic (HRS) instrument acquired in 2004. The ice-free part of the accurate DEM from 1998 /media/ces/Gudmundsson-etal-2011-PR-7282-26519-1-PB.pdf

• 22. 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

• 23. IMO_AnnualReport2014

  of events closely. Photo: Sigurlaug Gunnlaugsdóttir. Bárðarbunga Pálmi Erlendsson, Bergur H. Bergsson and others installing GPS and com- munication equipment. Photos: Þorgils Ingvarsson and Benedikt G. Ófeigsson. I C E L A N D I C M E T O F F I C E / A N N U A L R E P O R T 2 0 1 4 5 The magma intrusion from Bárðarbunga to the eruption site at Holuhraun and related tremor pulses /media/vedurstofan/utgafa/skyrslur/2015/IMO_AnnualReport2014.pdf

• 24. ces-oslo2010_proceedings

  Resources and Energy Directorate Edited by: Heidi H. Pikkarainen Print: Norwegian Water Resources and Energy Directorate Number printed: 130 Cover design: Rune Stubrud Prepared for: The CES project Norwegian Water Resources and Energy Directorate Middelthunsgate 29 P.O. Box 5091 Majorstua N-0301 OSLO NORWAY Telephone: +47 22 95 95 95 Fax: +47 22 95 90 00 /media/ces/ces-oslo2010_proceedings.pdf

• 25. 2005EO260001

  level in Skeidará waned. The last sign of a crater explosion was seen at GRF early on 6 November, leaving only a weak tremor signal from the remnants of the jökulhlaup. The jökulhlaup fi nally ended in early December, after ~0.8 km3 of water had drained from the Grímsvötn lake (J. Hardardóttir, personal com- munication, 2005). Location and Volume Constraints Earthquake locations at Grímsvötn /media/jar/myndsafn/2005EO260001.pdf

• 26. Paper-Olafur-Rognvaldsson_92

  a systematic com- parison of results to observed precipitation has been carried out. Un- dercatchment of solid precipitation is dealt with by looking only at days when precipitation is presumably liquid or by considering the occurrence and non-occurrence of precipitation. Away from non- resolved orography, the long term means (months, years) of observed and simulated precipitation are often /media/ces/Paper-Olafur-Rognvaldsson_92.pdf

• 27. Refsgaard_etal-2007-Uncertainty-EMS

  Discrete numerical Categorical Narrative Constant in space and time A1 A2 A3 4Varies in time, not in space B1 B2 B3 Varies in space, not in time C1 C2 C3 It is noticed that the matrix is in reality three-dimensional (source, type, nature). Thus, the categories type and nature are not mutually exclusive, and it may be argued that the ma- trix should be modified in such a way that the two uncer /media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.pdf

• 28. 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

• 29. 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

• 30. 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