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Results:

• 31. Refsgaard_2-uncertainty

  Delta Change Method (correction of observed precipitation) Transformation of precipitation cont fut obsfut M M PP = Observeret n dbør 0 5 10 15 20 25 30 1-12-99 11-12-99 21-12-99 31-12-99 Dato N ed bø r (m m /d ag ) Observeret Skal ring af e 5 10 15 20 25 30 35 4 - - - - t N ed bø r (m m /d ag ) Observeret D lta Change Critical assumption: Future dynamics = present dynamics No change in number /media/loftslag/Refsgaard_2-uncertainty.pdf

• 32. VED_AnnualReport-2013_screen

  as river discharge and water levels. Notices on avalanches and sea-ice are shown; short articles and news are presented. Furthermore, web and data portals can be accessed through the web, which is available in both Icelandic and English. IMO uses the social networking website Facebook for communication and feed-back. A new web-application (App) provides access to forecasts and warnings /media/vedurstofan/utgafa/arsskyrslur/VED_AnnualReport-2013_screen.pdf

• 33. Gudmundsson-etal-2011-PR-7282-26519-1-PB

  -corrected SPOT 5 high-resolution geometric (HRG) images with 2.5 m 2.5 m spatial resolution, acquired in the autumn 2003 and (4) airborne polarimetric synthetic aperture radar images observed simultaneously to the 1998 EMISAR images and the EMISAR DEM viewed as a shaded relief image (Magnu´sson et al. 2005b). We estimate the average specific net mass balance (in m yr1 w. eq.) as bn r DV A1  N /media/ces/Gudmundsson-etal-2011-PR-7282-26519-1-PB.pdf

• 34. 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

• 35. vanRoosmalen_etal-2009-WRR_2007WR006760

  1998] and RCM output such as incoming and outgoing, short- and long-wave radiation, temperature, water vapor pressure, and wind speed: ETref ¼ 0:408D Rn
  Gð Þ þ g 900T þ 273 u2 es
  eað Þ Dþ g 1þ 0:34u2ð Þ ð3Þ where ETref is reference evapotranspiration (mm d
  1), Rn is net radiation at the crop surface (MJ m
  2 d
  1), G is soil heat flux density (MJ m
  2 d
  1), T is mean daily air temperature at 2 m /media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf

• 36. ces-oslo2010_proceedings

  anomalies of the WTs during the periods leading up to the five most severe droughts as compared to the average frequency of a given WT for the same period of the year over the entire data record. A period equal to dreg preceding the drought plus the 20 first days of the drought was used. All WTs with a net positive frequency anomaly over the five events were considered to be associated /media/ces/ces-oslo2010_proceedings.pdf

• 37. Reykholt-abstracts

  /media/vatnafar/joklar/Reykholt-abstracts.pdf

• 38. 2012-Refsgaard_etal-uncertainty_climate-change-adaptation-MITI343

  sr el at ed to ag ric ul tu re in D en m ar k Cl im at e ch an ge im pa ct Adaptatio n Typ e o f proble m Conse quenc e Ris k leve l Dom inatin g uncertaint y Optio n Cos t leve l Inten t Actio n Tempora l scop e Spatia l scop e Additiona luncertaint y Sou rc e Natur e Sourc e Natur e In cr ea se d su m m er drought san d highe r w at er re qu ire m en ts caus e by longe rcro p growt h durat io n /media/loftslag/2012-Refsgaard_etal-uncertainty_climate-change-adaptation-MITI343.pdf

• 39. Adalgeirsdottir-etal-tc-5-961-2011

  (DGPS) equipment in 2001. Continuous profiles, approximately 1 km apart, were measured in the accumulation zone and a dense net- work of point measurements were carried out in the abla- tion zone. Digital Elevation Models (DEMs) of the surface and bedrock were created from these data (Fig. 2; Björns- son and Pálsson, 2004). The estimated errors are at most 1–5 m (bias less than 1 m) for the surface /media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf

• 40. 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