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Results:

• 21. 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

• 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

  anomalies of the WTs during the periods leading up to the five most severe droughts as compared to the average frequency of a given WT for the same period of the year over the entire data record. A period equal to dreg preceding the drought plus the 20 first days of the drought was used. All WTs with a net positive frequency anomaly over the five events were considered to be associated /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

  and possibly the stake- holders at different phases of the modelling project. Many QA guidelines exist such as Middlemis (2000) and Van Waveren et al. (1999). The HarmoniQuA project (Schol- ten et al., 2007; Refsgaard et al., 2005a) has developed a com- prehensive set of QA guidelines for multiple modelling domains combined with a supporting software tool, MoST (downloadable via http /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