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Results:

• 11. 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

• 12. Reykholt-abstracts

  of Norwegian glaciers – an overview Liss M. Andreassen*, Hallgeir Elvehøy, Sindre Engh and Bjarne Kjøllmoen Section for glaciers, snow and ice, Norwegian Water Resources and Energy Directorate (NVE) * Corresponding author, e-mail: lma (at) nve.no ABSTRACT The current glacier monitoring programme in mainland Norway includes direct mass balance investigations on 14 glaciers. Accurate maps /media/vatnafar/joklar/Reykholt-abstracts.pdf

• 13. 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

• 14. 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

• 15. 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

• 16. Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management

  Journal of Environmental Management 88 Heid , Øste d e A broad range of tools are available for integrated water resource management (IWRM). In the EU research project NeWater, a Human dependence on water leaves us vulnerable to climate change, flood and drought hazards, and poverty dynamic element of vulnerable groups and their relation- ship to water resources, and to represent the decisions /media/loftslag/Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management.pdf

• 17. NONAM_1st_workshop_summary_v3

  / administrative aggregation level. Table 1 – Tentative identification of relevant (predominant) operating levels. Local Regional National* International public privat e public privat e public privat e public privat e Infrastructure designers x x x XX X Infrastructure builders x x XX X Infrastructure operators x x x X X Transport service operators (freight; passengers /media/vedurstofan/NONAM_1st_workshop_summary_v3.pdf

• 18. 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

• 19. VI_2014_005

  and direction, as well as air temperature, from the IMO operational surface station net- work. Most anemometers are installed at 10 m above ground level (mAGL). However, at some stations, surface winds are measured at different heights, h, varying between 4.0 and 18.3 m. 3This is done using a GRIB-API command on Parameter 141 (snow depth) in the earliest boundary data file: grib_set -f -d 0.0 -w /media/vedurstofan/utgafa/skyrslur/2014/VI_2014_005.pdf

• 20. VI_2020_005

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