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  • 21. 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
  • 22. 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
  • 23. 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
  • 24. VED_AnnualReport-2013_screen

    and our intention is to run these models dur- ing times of hazardous events and even on a daily basis to further improve monitoring. Avalanche monitoring has progressed. The em- phasis is now on improving our services, especially to the Icelandic Road and Coastal Administration with regard to transport. The reason is that com- munity structure has changed considerably in recent years and the need /media/vedurstofan/utgafa/arsskyrslur/VED_AnnualReport-2013_screen.pdf
  • 25. VI_2022_006_extreme

    that, the detrended timeseries would have had a net difference of zero if the negative values had not been set back to zero. This shows that over the 39 years of data, there was a slight precipitation increase for this grid-point. This trend has been removed, resulting in a detrended, almost flat dataset. 29 Figure 14. Regression lines for hourly precipitation timeseries of grid-point [100, 100] from /media/vedurstofan-utgafa-2022/VI_2022_006_extreme.pdf
  • 26. Climate in Iceland

    Climate in Iceland © Guðrún Pálsdóttir Fallegir og fjölbreyttir klósigar prýddu himininn yfir höfuðborgarsvæðinu á /weather/climate_in_iceland/bigimg/1299
  • 27. hafisskyrsla_04012011

    Hafísskýrsla TF-SIF 04. Janúar 2011 Flug nr. 00211.025 Í dag var farið í eftirlitsflug um vesturdjúp og vestfjarðamið. Veður var hið besta á slóðum hafíssins og var eftirfarandi hafískönnun gerð milli kl.1700 til 1800: Ískort Hafísskýrsla TF-SIF 04. Janúar 2011 Flug nr. 00211.025 Nokkur togskip voru að veiðum við hafísröndina, þeirra /media/hafis/skyrslur_lhg/hafisskyrsla_04012011.pdf
  • 28. 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
  • 29. 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
  • 30. 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

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