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• 51. NONAM_1st_workshop_summary_v3

  by the NONAM core members: The Finnish Meteorological Institute (FMI), The Geological Survey of Denmark and Greenland (GEUS), and The Icelandic Meteorological Office (IMO) with IMO taking care of all logistics related to the workshop activities in Reykjavik. The workshop was attended by 45 scientists and practitioners. The programme comprised a combination of oral presentations, posters /media/vedurstofan/NONAM_1st_workshop_summary_v3.pdf

• 52. VI_2009_006_tt

  /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf

• 53. vonKorff_etal-2010

  As a second stage of our method, to find a more robust core for a potentially new design guide we deconstructed, compared, and reorganized the various steps and principles of the five guides. We proceeded as follows: For each author, we created “author tables” (Appendix 1: Tables A1-1–A1-5) based on substeps. In these tables we listed the step as originally named by the author, deconstructed /media/loftslag/vonKorff_etal-2010.pdf

• 54. VI_2015_006

  with a particular emphasis on radiation and heat fluxes, as well as the overall energy balance. The general equations and parameterisations, which constitute the core of the HARMONIE model, are described by Brousseau, Berre, Bouttier, and Desroziers (2011) and Seity et al. (2011). The model version used here is cycle 37h1.2, the same as for the operational forecast runs produced by the Icelandic /media/vedurstofan/utgafa/skyrslur/2015/VI_2015_006.pdf

• 55. Outline_for_the_case_Road_maintenance_in_a_changing_climate

  already be available. Usually this still leaves the core team of internal experts and process managers (usually of the ministry of transport) a lot of leeway how and whom (and when) to invite. The choice of stakeholders should correspond with the (foreseen) framing of the adaptation plan. Therefore it may be necessary to invite additional stakeholders later on. Stakeholders may be granted /media/loftslag/Outline_for_the_case_Road_maintenance_in_a_changing_climate.pdf

• 56. VI_2009_012

  as a function of epicentral distance and recalculated magnitude, here denoted by Mw(v) were analyzed using the R statistical package (R Development Core 12 Team, 2007). The model candidates were fitted using least-squares methods such as lm (linear model) and nlm (non-linear minimization), which are available in R. Non-linear minimization (Dennis and Schnabel, 1983; Schnabel et al, 1985 /media/vedurstofan/utgafa/skyrslur/2009/VI_2009_012.pdf

• 57. Lorenzoni_Pidgeon_2006

  consideration of uncertainties and risk (Watson and Core Writing Team, 2001; also Lorenzoni et al., 2005). Tradi- tional forms of science and policy-making, however, cannot alone find solutions to such a complex and pervasive issue, enveloped as it is in several layers of sci- entific uncertainty, and entailing high stakes for all concerned (see for example Oppenheimer, 2005). Decision making will require /media/loftslag/Lorenzoni_Pidgeon_2006.pdf

• 58. 2011_005

  in Appendix VI. 5.1 Servers The server environment of the CGPS network is made up of nine servers and can be viewed in Figure 4. The core servers are rek.vedur.is and rek2.vedur.is. They divide the task of downloading data from the stations based on three dial-up modems connected to them. The bigger part of the download tasks lies on rek2, which is the newer machine of the two. rek2 actually crashed /media/vedurstofan/utgafa/skyrslur/2011/2011_005.pdf

• 59. VI_2016_006_rs

  and others, 1981), indicat- ing small groundwater storage capacity of the loose materials in the cirques. These fluctuations along with water temperature of close to 0 C during the summertime, indicate that there is per- mafrost in the debris piles in both cirques. The landscape features of the debris piles suggest past deformations due to an ice core. However, there is no evidence suggesting /media/vedurstofan-utgafa-2016/VI_2016_006_rs.pdf

• 60. VI_2020_004

  /media/vedurstofan-utgafa-2020/VI_2020_004.pdf