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Results:

• 51. The weather in Iceland 2008

  decades. There were 64 days with snow-cover in Reykjavík, nine days more than the average 1961-1990, but just below the average for 1971-2000. Bright sunshine was measured for 1463 hours in Reykjavík, 195 hours more than in an average year (1961-1990). The main contribution to this anomaly came in June. Bright sunshine in Akureyri was measured for 1089 hours, 44 hours above the average. Storm /about-imo/news/nr/1438/

• 52. ved-eng-2008

  Bright sunshine in Akureyri was measured for 1089 hours, 44 hours above the average. Storm frequency was close to the preceding years; however, during these years the storm frequency has been below the long-term average. Averages and sums for a few selected stations in 2008 temp anomaly prec. % sunshine hours anomaly Reykjavík 5.3 1.0 932.0 117 1463 194.5 Stykkishólmur 4.7 1.2 902.6 /media/vedurstofan/utgafa/skylduskil/ved-eng-2008.pdf

• 53. ved-eng-2009

  10 137 Höfn í Hornaf. (SE) 5.61 1.07 Fagurhólsmýri (SE) 5.85 1.24 3 112 Stórhöfði (S) 6.02 1.21 8 133 Hveravellir (Central Higland) 0.28 1.37 6 44 Eyrarbakki (S) 5.30 1.23 12 114 Temperature anomalies 2009 Monthly temperature anomalies in Reykjavík (SW-Iceland) and Akureyri (North Iceland) 2009. Reference period: 1961 to 1990 (°C). This was the 11th year in a row /media/vedurstofan/utgafa/skylduskil/ved-eng-2009.pdf

• 54. Hock_Regine_CES_2010rs

  ERA-40 and six GCMs ERA4 0 GC M Seasonal temperature cycles averaged over 1961-2001 ERA-40 and six GCMs ERA4 0 GC M ’local scaling’ Method Step 1: Calibrating an elevation dependent mass balance model to 44 glaciers b(h)= - M(h) + C(h) + R(h) hmin hmax ELA Woodward et al., 1997 Melt Snow accumulation Refreezing Results Global volume projections for 21th century (11%) (28 /media/ces/Hock_Regine_CES_2010rs.pdf

• 55. Reykholt-abstracts

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

• 56. BIGR_windrose_2005-2014

  8 Frequency of wind direction (%) Aerodrome Total observations: 1081 Calm: 3.1% Variable winds: 0.74% Average wind speed for wind direction Wind direction (°) Wind speed (knots ) 0 5 10 15 0 45 90 135 180 225 270 315 360 N E S W N (Number of observations for wind direction) Icelandic Met Office 02. júl. 2015 43 32 36 30 37 47 5 0 67 94 65 44 32 22 13 13 9 18 9 5 4 6 7 9 17 15 24 1 /media/vedur/BIGR_windrose_2005-2014.pdf

• 57. 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

• 58. 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

• 59. 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

• 60. 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