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summers, leading to melting permafrost in the northern part of Finland, resulting in
more frequent buckling of roadways, 5) increases in spring flooding and riparian flooding
and 6) coastal sea level rise and erosion (Jaroszweski, Chapman, & Petts, 2010).
Key uncertainties: 1) epistemic uncertainties- regionally down-scaled projected impacts,
road usage patterns, road safety data, cost data
/media/loftslag/Group4.pdf
is completely saturated and the unsaturated zone no
longer active.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
and their interactions with sustainable develop-
Figure I.1. Schematic framework representing anthropogenic drivers, impacts of and responses to climate change, and their linkages.
Schematic framework of anthropogenic climate change drivers, impacts and responses
ment. Topic 5 assesses the relationship between adaptation and
mitigation on a more conceptual basis and takes a longer-term per-
spective. Topic 6
/media/loftslag/IPPC-2007-ar4_syr.pdf
5
6
Welcome to the conference “ Future Climate and Renewable Energy: Impacts, Risks and
Adaptation”
We welcome you to the international conference Future Climate and Renewable Energy:
Impacts, Risks and Adaptation. The conference is convened by the Nordic-Baltic project
Climate and Energy Systems which is funded by Nordic Energy Research, the Nordic Energy
sector
/media/ces/ces-oslo2010_proceedings.pdf
(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
and Gareth Rees
Scott Polar Research Institute (SPRI), University of Cambridge, UK
Calculation of glacier velocity from repeat lidar survey
Lidar measurements of the cryosphere
Reykholt, Iceland, June 20–21, 2013
5
Tómas Jóhannesson
Icelandic Meteorological Office, Iceland
Flow paths of subglacial water detected by lidar measurements of changes in the ice
surface elevation of glaciers
/media/vatnafar/joklar/Reykholt-abstracts.pdf
level coursed by tides is small with a range of less than 0.5 m.
Figur 1. Horsens Fjord catchment. WFD main catchment area is 794 km2
NONAM Summerschool Copenhagen 22-26 August 2011 2
Physical features and ecosystem
The fjord landscape is formed by glacial deposits. The average depth is 5 meters and the residence time
of water in the fjord is about 20 days. As to tidal variations
/media/loftslag/Horsens_case.pdf
is formed by glacial deposits. The average depth is 5 meters and the residence time
of water in the fjord is about 20 days. As to tidal variations the amplitude is about 0.4 meters. Horsens
fjord consists of marine coastal ecosystems. There are three fairly large islands with cultivated land and
scattered habitation. One of the most important plant community on the islands are along the East coast
/media/loftslag/CASE_A___Jes_Pedersen_(Region_Midt,_Dk)_Introduction.pdf
is formed by glacial deposits. The average depth is 5 meters and the residence time
of water in the fjord is about 20 days. As to tidal variations the amplitude is about 0.4 meters. Horsens
fjord consists of marine coastal ecosystems. There are three fairly large islands with cultivated land and
scattered habitation. One of the most important plant community on the islands are along the East coast
/media/loftslag/Case_A___Horsens_Fjord.pdf
NONAM PhD course – Adaptive management in relation to climate change – Copenhagen 21-26/8/2011
……………………………………………………………………………………………………………………………………………………………………
1
Outline for the case Road maintenance in a changing climate
Introduction
Roads and transport systems are vulnerable to climate change impacts (VTT 2011; Koetse and
Rietveld, 2009; Regmi & Hanaoka, 2011; Road ERA-net 2009 & 2010
/media/loftslag/Outline_for_the_case_Road_maintenance_in_a_changing_climate.pdf