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Results:

• 21. 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

• 22. vanRoosmalen_etal-2009-WRR_2007WR006760

  is completely saturated and the unsaturated zone no longer active. The net horizontal boundary outflow is the Figure 5. Observed and simulated groundwater heads at locations A and B in Figure 2. W00A15 VAN ROOSMALEN ET AL.: CLIMATE AND LAND USE CHANGE 9 of 18 W00A15 net outflow across the catchment boundary and accounts primarily for groundwater flow to the sea. Drain flow includes drainage from groundwater /media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf

• 23. 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

• 24. ces-oslo2010_proceedings

  of communication. However, it could be 9 improved e.g. by making it more simple and easy to grasp. The list of publications is important, but at present the publications cannot be downloaded. A future improvement would be to have a list of downloadable publications. A substantial improvement would be executive summaries of publications adapted for stakeholders. Fact sheets could be an important /media/ces/ces-oslo2010_proceedings.pdf

• 25. 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

• 26. 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

• 27. 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

• 28. 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

• 29. 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

• 30. 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