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level in Skeidará waned. The last sign of a
crater explosion was seen at GRF early on 6
November, leaving only a weak tremor signal
from the remnants of the jökulhlaup. The
jökulhlaup fi nally ended in early December,
after ~0.8 km3 of water had drained from the
Grímsvötn lake (J. Hardardóttir, personal com-
munication, 2005).
Location and Volume Constraints
Earthquake locations at Grímsvötn
/media/jar/myndsafn/2005EO260001.pdf
a systematic com-
parison of results to observed precipitation has been carried out. Un-
dercatchment of solid precipitation is dealt with by looking only at
days when precipitation is presumably liquid or by considering the
occurrence and non-occurrence of precipitation. Away from non-
resolved orography, the long term means (months, years) of observed
and simulated precipitation are often
/media/ces/Paper-Olafur-Rognvaldsson_92.pdf
and possibly the stake-
holders at different phases of the modelling project.
Many QA guidelines exist such as Middlemis (2000) and
Van Waveren et al. (1999). The HarmoniQuA project (Schol-
ten et al., 2007; Refsgaard et al., 2005a) has developed a com-
prehensive set of QA guidelines for multiple modelling
domains combined with a supporting software tool, MoST
(downloadable via http
/media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.pdf
in
Norway was provided by the Norwegian Water Resources and Energy Directorate (NVE).
TóJ 12 5.12.2009
Memo
References
Bahr, D. B., M. F. Meier and S. D. Peckham. 1997. The physical basis of glacier volume–area
scaling. J. Geophys. Res., 102(B9), 20,355–20,362.
Björnsson, H., and F. Pálsson. 2008. Icelandic glaciers. Jökull, 58, 365–386.
Fenger, J. (Ed.). 2007. Impacts of Climate Change on Renewable
/media/ces/ces-glacier-scaling-memo2009-01.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
line shows the number of all measured earthquakes but the red line shows the number of earthquakes above 1.5 in magnitude.
During these years, the measuring net has improved and become more sensitive. That is the reason for showing the larger earthquakes separately.
18 August 2014 20:45 - An overview of the first three days
Since the onset of the earthquake swarm at Bárðarbunga on Saturday
/earthquakes-and-volcanism/articles/nr/3000