and direction, as well as air temperature, from the IMO operational surface station net-
work. Most anemometers are installed at 10 m above ground level (mAGL). However, at some
stations, surface winds are measured at different heights, h, varying between 4.0 and 18.3 m.
3This is done using a GRIB-API command on Parameter 141 (snow depth) in the earliest boundary
data file: grib_set -f -d 0.0 -w
/media/vedurstofan/utgafa/skyrslur/2014/VI_2014_005.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
; fax: +358 20 490 2590.
E-mail address: Noora.Veijalainen@ymparisto.fi (N. Veijalainen).
Journal of Hydrology 391 (2010) 333–350
Contents lists available at ScienceDirect
Journal of Hydrology
journal homepage: www.elsevier .com/ locate / jhydrol
Author's personal copy
narios from GCMs or RCMs, and with different emission scenarios
(e.g. Menzel et al., 2006; Minville et al., 2008; Prudhomme and Da
/media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf
and our intention is to run these models dur-
ing times of hazardous events and even on a daily
basis to further improve monitoring.
Avalanche monitoring has progressed. The em-
phasis is now on improving our services, especially
to the Icelandic Road and Coastal Administration
with regard to transport. The reason is that com-
munity structure has changed considerably in recent
years and the need
/media/vedurstofan/utgafa/arsskyrslur/VED_AnnualReport-2013_screen.pdf
that, the detrended timeseries would have had a net difference of
zero if the negative values had not been set back to zero. This shows that over the 39 years of
data, there was a slight precipitation increase for this grid-point. This trend has been removed,
resulting in a detrended, almost flat dataset.
29
Figure 14. Regression lines for hourly precipitation timeseries of grid-point [100, 100]
from
/media/vedurstofan-utgafa-2022/VI_2022_006_extreme.pdf
Hafísskýrsla TF-SIF
04. Janúar 2011
Flug nr. 00211.025
Í dag var farið í eftirlitsflug um vesturdjúp og vestfjarðamið. Veður var hið besta
á slóðum hafíssins og var eftirfarandi hafískönnun gerð milli kl.1700 til 1800:
Ískort
Hafísskýrsla TF-SIF
04. Janúar 2011
Flug nr. 00211.025
Nokkur togskip voru að veiðum við hafísröndina, þeirra
/media/hafis/skyrslur_lhg/hafisskyrsla_04012011.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