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  • 21. CASE_A___Jes_Pedersen_(Region_Midt,_Dk)_Introduction

    in order to reduce hunting pressure on the disturbance of waterbirds. Hydrological modelling A regional groundwater and surface model is constructed in MIKE SHE / MIKE 11 in order to describe climate change effects on groundwater and surface water systems (Fig. 2 and Fig. 3) Figure 2 Regional flow model for catchment area to Horsens Fjord and Norsminde Fjord. The figure also show major highways /media/loftslag/CASE_A___Jes_Pedersen_(Region_Midt,_Dk)_Introduction.pdf
  • 22. Case_A___Horsens_Fjord

    to reduce hunting pressure on the disturbance of waterbirds. Hydrological modelling A regional groundwater and surface model is constructed in MIKE SHE / MIKE 11 in order to describe climate change effects on groundwater and surface water systems (Fig. 2 and Fig. 3) Figure 2 Regional flow model for catchment area to Horsens Fjord and Norsminde Fjord. The figure also show major highways /media/loftslag/Case_A___Horsens_Fjord.pdf
  • 23. 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
  • 24. 2010_016

    .................................................................................................................... 7 2 INTRODUCTION ........................................................................................................... 8 3 METHODS .................................................................................................................... 10 4 DATA /media/ces/2010_016.pdf
  • 25. NONAM_1st_workshop_summary_v3

    ........................................................................................................................... 3  Summary ............................................................................................................................... 4  Summary of the break-out sessions on road infrastructure ................................................... 6  Summary of the break-out sessions on Horsens case /media/vedurstofan/NONAM_1st_workshop_summary_v3.pdf
  • 26. Journal_of_Hydrology_Veijalainen_etal

    ; fax: +358 20 490 2590. E-mail address: Noora.Veijalainen@ymparisto.fi (N. Veijalainen). Journal of Hydrology 391 (2010) 333–350 Contents lists available at ScienceDirect Journal of Hydrology journal homepage: www.elsevier .com/ locate / jhydrol Author's personal copy narios from GCMs or RCMs, and with different emission scenarios (e.g. Menzel et al., 2006; Minville et al., 2008; Prudhomme and Da /media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf
  • 27. 2010_017

    ............................................................................................................ 7 3 METHODS ..................................................................................................................... 11 3.1 General methodology ............................................................................................ 11 3.2 Improvements in model application ...................................................................... 12 3.2.1 Activation /media/ces/2010_017.pdf
  • 28. Bárðarbunga 2014 - August events

    the event than in the previous eruption, but more lava is being extruded. At 07 AM the lava flow was around 1 km wide and 3 km long towards northeast. The thickness was estimated a few meters, the flow about 1000 m3 pr second. Approximately 500 earthquakes were detected in the area and smaller than before. The strongest earthquake, M3.8 was in the Bárðarbunga caldera. Poor weather conditions prevail /earthquakes-and-volcanism/articles/nr/3000
  • 29. Bardarbunga-2014_August-events

    It was detected on Míla´s web-camera at 05:51 AM. Fewer earthquakes seem to follow the event than in the previous eruption, but more lava is being extruded.  At 07 AM the lava flow was around 1 km wide and 3 km long towards northeast. The thickness was estimated a few meters, the flow about 1000 m3 pr second.  Approximately 500 earthquakes were detected in the area and smaller than before /media/jar/Bardarbunga-2014_August-events.pdf
  • 30. Bárðarbunga 2014 - August events

    the event than in the previous eruption, but more lava is being extruded. At 07 AM the lava flow was around 1 km wide and 3 km long towards northeast. The thickness was estimated a few meters, the flow about 1000 m3 pr second. Approximately 500 earthquakes were detected in the area and smaller than before. The strongest earthquake, M3.8 was in the Bárðarbunga caldera. Poor weather conditions prevail /earthquakes-and-volcanism/articles/nr/3000/

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