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Results:

• 21. VI_2014_005

  of 10-m wind speed in January ................................... 25 17 Average diurnal cycles of 10-m wind speed in July........................................ 26 18 Monthly averages of 10-m wind speed, as a function of terrain elevation ............ 27 19 Monthly mean fields of 10-m wind speed .................................................... 28 20 Monthly variability of 10-m wind speed /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_005.pdf

• 22. NONAM_1st_workshop_summary_v3

  List of participants ............................................................................................... 28  NONAM Workshop Reykjavik 26 & 27 August 2010 – Summary 3 Introduction NONAM stands for NOrdic Network on Adaptive Management in relation to climate change. The NONAM network is one of the 10 networks funded by the Nordic Council of Ministers as part of the Top /media/vedurstofan/NONAM_1st_workshop_summary_v3.pdf

• 23. 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

• 24. VI_2020_005

  /media/vedurstofan-utgafa-2020/VI_2020_005.pdf

• 25. VI_2022_006_extreme

  catchments in relation to CMIP5 climate scenarios . 27 5.2.1 Presentation of the climate datasets ................................................................... 27 5.2.2 Incorporation of the climate projections to the ICRA dataset ........................... 28 5.2.3 New 1M5 maps including climate projections .................................................. 31 5.2.4 New return levels /media/vedurstofan-utgafa-2022/VI_2022_006_extreme.pdf

• 26. 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

• 27. 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

• 28. 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

• 29. 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

• 30. VI_Arsskyrsla_2018_vef

  grundvelli myndatöku með flygildum og leysimælitæki (TLS) hefur verið notað við kortlagningu flóðfara og við mat á útbreiðslu og umfangi hlaupa. Þétt net jarðskjálftamæla, sem staðsettir eru á jökulskerjum eða grafnir í jökul, hefur gefið góða raun við ákvörðun á dýpi jarðskjálfta undir jöklum. Kvikuhreyfingar hafa þannig verið kortlagðar og myndun gosrása staðfest af meiri nákvæmni en áður. Þó /media/vedurstofan/utgafa/arsskyrslur/VI_Arsskyrsla_2018_vef.pdf