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  • 11. 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
  • 12. 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
  • 13. Reykholt-abstracts

  • 14. 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
  • 15. 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
  • 16. 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
  • 17. 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
  • 18. 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
  • 19. 2010_016

    and the groundwater module. The coupling between both modules was done by a net boundary flux between the unsaturated zone and the groundwater (Schulla & Jasper, 2007). Information on land use, soil type, elevation and other general properties of the watershed are given in static distributed grids while a number of parameters describing specific processes are adjusted to the properties of each /media/ces/2010_016.pdf
  • 20. 2010_017

    of radiation are added to a classic degree-day model. For infiltration, a methodology of Peschke, based on the approach of Green and Ampt, was used. To calculate the fluxes within the unsaturated soil zone, the Richards equation was used. The groundwater table was modelled in both the unsaturated zone module and the groundwater module. The coupling between both modules was done by a net /media/ces/2010_017.pdf

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