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Results:

• 11. vanRoosmalen_etal-2009-WRR_2007WR006760

  evapotranspiration decreased by 19% and 22% for the two catchments, showing that the increased biomass of the vegetation only partly compensated for the 30% reduction in transpiration due to stomatal closure, as a result of the higher atmospheric CO2 concentration. [8] The aim of this study is to determine the sensitivity of the hydrological system to a number of meteorological and land use factors, which /media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf

• 12. Group4

  construction and maintenance. 7. Path dependency, meaning that roads will likely continue to exist even if the underlying need for them decreases. 8. Social shifts, personal ownership of cars no longer seen as necessary. Car-sharing becomes part of a suite of mobility options within the collective transportation system. 9. Behavioral shifts, mobility no longer dominant variable in daily life /media/loftslag/Group4.pdf

• 13. IPPC-2007-ar4_syr

  data, models or analyses, then the following scale of confidence levels is used to express the assessed chance of a finding being correct: very high confidence at least 9 out of 10; high confidence about 8 out of 10; medium confidence about 5 out of 10; low confidence about 2 out of 10; and very low confidence less than 1 out of 10. Where uncertainty in specific outcomes is assessed using expert /media/loftslag/IPPC-2007-ar4_syr.pdf

• 14. 2010_016

  period 2000–2009 (shown in red) for Austari- Jökulsá (vhm 144). Discharge seasonality for each scenario for 2021–2050 is shown with 6 grey broken curves and the area between maximum and minimum predicted discharge is colored grey. ....................................................................................................................... 22 Figure 8. Mean glacier originated discharge /media/ces/2010_016.pdf

• 15. 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

• 16. 2010_017

  measurements instead of river discharge data. The National Energy Authority has supported this work with contracts on 8 hydrological modelling and groundwater research. The model was then used to make a future projection of runoff for two watersheds in Iceland for the period of 2021–2050 (Einarsson & Jónsson, 2010). The WaSiM model (Jasper et al., 2002; Jasper & Kaufmann, 2003) was first set up /media/ces/2010_017.pdf

• 17. Reykholt-abstracts

  ................................................................................................................... 8 Liss M. Andreassen, Hallgeir Elvehøy, Sindre Engh and Bjarne Kjøllmoen ..................... 9 Lidar measurements of Norwegian glaciers – an overview Neil Arnold* and Gareth Rees .............................................................................................. 10 Calculation of glacier velocity from repeat /media/vatnafar/joklar/Reykholt-abstracts.pdf

• 18. 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

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

  of the glaciers. An up to 8 m thick winter snow layer was measured in the accumulation area (∼4 m w.e.). Ice melt of up 10 m w.e. was measured in the lowest part of the ab- lation zone in summer, and 2 m w.e. was melted during win- ter. Taking into account ∼2 m of annual rainfall, the runoff from this part of the glacier was estimated as ∼14 m w.e. per year; a surprisingly high value (Ahlmann, 1939 /media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf

• 20. 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