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Results:

• 41. Horsens_case

  lying areas in the City is illustrated for present climate in Figure 5. It is expected that the future water level of the Horsens fiord will increase by 1 meter by the end of this century. Station 270045: Upstream Lake Nørrestrand 0 0.5 1 1.5 2 2.5 3 3.5 4 1 2 3 4 5 6 7 8 9 10 11 12 Month M ea n d is ch ar g e (m 3 / s) Present: Mean A2: Mean Station 280001: Upstream Bygholm Lake 0 1 2 3 4 5 6 /media/loftslag/Horsens_case.pdf

• 42. ces-oslo2010_proceedings

  ............................................................................................................... 8 PAST AND PRESENT CHANGES IN CLIMATE AND HYDROLOGY Dyrrdal, A.V., Vikhamar-Schuler, D., Stranden, H.B. and Skaugen, T. Analysis of past snow conditions in Norway – Time periods 1931-60, 1961-90 and 1979-08 ............................. 10 Crochet, P. Impacts of historic climate variations on streamflow characteristics in Icelandic rivers /media/ces/ces-oslo2010_proceedings.pdf

• 43. 2005EO260001

  bursts of seismic tremor (1–3 Hz), and later becoming periodic with energy between 2 and 8 Hz. After 18 October, seismicity increased to three events per day (Figure 2b). Synchronous with this increase, the ISGPS station SKRO (Figure 1b) moved 9 mm westward over the following eight days, and returned to its original position on 1 November (Figure 2c), suggesting subsurface magma movement /media/jar/myndsafn/2005EO260001.pdf

• 44. 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

• 45. Refsgaard_etal-2007-Uncertainty-EMS

  be broader than stated? (7) Further elicit and specify the distribution (shape and percentiles or characterising parameters). (8) Verify with the expert that the distribution that you constructed from the expert’s re- sponses correctly represents the expert’s beliefs. (9) Decide whether or not to aggregate the distributions elicited from dif- ferent experts (this only makes sense if the experts /media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.pdf

• 46. 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

• 47. 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

• 48. Huntjens_etal-2010-Climate-change-adaptation-Reg_Env_Change

  regimes of Number of flood and drought disasters in the past decades per case study 0 2 4 6 8 10 12 1977-1986 1987-1996 1997-2006 Time period Total number of flood and drought disaster s Rivierenland Alentejo Upper Tisza - Hungary Upper Tisza - Ukraine Fig. 1 Number of reported flood and drought disasters in the past decades in Rivierenland, Alentejo, Hungarian part of Upper Tisza, and Ukrainian /media/loftslag/Huntjens_etal-2010-Climate-change-adaptation-Reg_Env_Change.pdf

• 49. 2010_016

  .................................................................................................................... 7 2 INTRODUCTION ........................................................................................................... 8 3 METHODS .................................................................................................................... 10 4 DATA /media/ces/2010_016.pdf

• 50. 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