with 20% and 2% for the HIRHAM experiments
using HadAM3H and with 30% and 7% for the ECHAM-
driven experiments for Middle Europe and Scandinavia,
respectively.
[18] RCM output is not available for the entire period
1961–2100 because transient RCM simulations are com-
putationally very demanding. Instead two 30-year time
slices are available; one representative for the climate in
the period 1961–1990
/media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf
-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
); 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
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
(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
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
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
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
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