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Results:

• 31. VI_2014_001

  /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_001.pdf

• 32. Reykholt-abstracts

  /media/vatnafar/joklar/Reykholt-abstracts.pdf

• 33. 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

• 34. 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

• 35. 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

• 36. 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

• 37. Outline_for_the_case_Road_maintenance_in_a_changing_climate

  NONAM PhD course – Adaptive management in relation to climate change – Copenhagen 21-26/8/2011 …………………………………………………………………………………………………………………………………………………………………… 1 Outline for the case Road maintenance in a changing climate Introduction Roads and transport systems are vulnerable to climate change impacts (VTT 2011; Koetse and Rietveld, 2009; Regmi & Hanaoka, 2011; Road ERA-net 2009 & 2010 /media/loftslag/Outline_for_the_case_Road_maintenance_in_a_changing_climate.pdf

• 38. Risk Assessments

  riskianalyysit - ilmaston muutoksen synnyttämät riskit ja mahdollisuudet. 12.03.2009, Research Report VTT-R-01942-09, Tampere. 13 p. + app. 24 p. Linnerud, Kristin (2009) Test and evaluation of a climate risk assessment procedure. Case study: The Norwegian hydro power company SFE. CICERO, University of Oslo. Report 2009:3. Feb.2009. 44 p. ISSN:0804-4562. Linnerud, Kristin (2009) Climate change /ces/publications/nr/1941

• 39. CASE_B__Heikki_Tuomenvirta_(FMI)_Introduction

  of climate change on the routine and periodic maintenance of roads. Helsinki 2009. Finnish Road Administration, Central Administration. Finnra reports 8/2009, 66 p. + app. 8 p. ISSN 1459-1553, ISBN 978-952-221-172-9, TIEH 3201122-v. (in Finnish, abstract in English) [5] Salanne, i., Byring, B., Valli, R., Tikkanen, R., Peltonen, P., Haapala, J., Jylhä, K., Tolonen-Kivimäki, O., and Tuomenvirta, H /media/loftslag/CASE_B__Heikki_Tuomenvirta_(FMI)_Introduction.pdf

• 40. Bárðarbunga 2014 - August events

  line shows the number of all measured earthquakes but the red line shows the number of earthquakes above 1.5 in magnitude. During these years, the measuring net has improved and become more sensitive. That is the reason for showing the larger earthquakes separately. 18 August 2014 20:45 - An overview of the first three days Since the onset of the earthquake swarm at Bárðarbunga on Saturday /earthquakes-and-volcanism/articles/nr/3000