(Quante and Colijn, 2016). Work on risk analysis and adaptation is in different
stages in the countries of the world.
Coastal floods have caused problems in Iceland in the past (Jóhannsdóttir, 2017) and are likely to do
so in the future as well. Large coastal floods can be expected in Iceland every 10 - 20 years and the
probability of such events can rise with climate change (Almannavarnir, 2011
/media/vedurstofan-utgafa-2020/VI_2020_005.pdf
supported by the
majority of responses to one of the quantitative
questions (to which 13 out of 20 participants
responded on a five-point Likert scale—strongly
agree, agree, neither agree or disagree, disagree,
strongly disagree), where 11 respondents “agreed”
that the activities in the workshop helped them to
share their views and opinions with others, and the
other two “neither agreed nor disagreed
/media/loftslag/Moellenkampetal_etal-2010.pdf
meteorological services for large areas of the North Atlantic and Green-
land. It is the second largest aviation service region in the world. Over the course of a decade IMO was modernized
and sta?ed to meet the highest international requirements. The Icelandic public and economic sectors, in particular
the fisheries, transportation and agriculture, benefitted hugely from this development making
/media/vedurstofan-utgafa-2020/VI_arsskyrsla2020.pdf
providing 11 minutes of warning time before the eruption.
The tremor signal emanating from Hekla travels outwards in a radial pattern, starting at stations
closest to Hekla and then traveling outwards towards the borders of Iceland. Figure 8 shows the
tremor amplitude plots for stations with a NE bearing from Hekla (Figure 8a) and a WSW
bearing from Hekla (Figure 8b). Figure 9 shows
/media/vedurstofan-utgafa-2021/VI_2021_008.pdf
Midtjylland. pp. 55 pages.
Outcomes of 5+1 workshops 2009–2010 in Horsens.
o A0 Map of Horsens city showing 0.5–2.5 m sea level rise and flooded areas in the city
centre.
o A1 Sector conceptual maps for each of the subsectors/subareas: Industrial area owners,
Farmers, Hedensted town, Horsens city, Road and railways and Nature with a short
identification of the adaptive challenge (e.g
/media/vedurstofan/NONAM_1st_workshop_summary_v3.pdf
Journal of Environmental Management 88
Heid
, Øste
d
e
A broad range of tools are available for integrated water resource management (IWRM). In the EU research project NeWater, a
Human dependence on water leaves us vulnerable to
climate change, flood and drought hazards, and poverty
dynamic element of vulnerable groups and their relation-
ship to water resources, and to represent the decisions
/media/loftslag/Henriksen_Barlebo-2008-AWM_BBN-Journ_Env_Management.pdf
respec-
tively. Due to limited data availability, for the SMHI-RCAO run, the 20th Century control period
is restricted to the 20-year period 1971–90, and the second 21st Century reference period is limited
to the years of 2070–80. For the MetNo-HIRHAM runs, no data are available during the second
21st Century reference period.
3 Spatial Variability of Climate Trends
This section discusses
/media/ces/2010_005_.pdf
Av. Ed.
Belin, 31400 Toulouse, France
Received: 21 March 2011 – Published in The Cryosphere Discuss.: 6 April 2011
Revised: 5 October 2011 – Accepted: 20 October 2011 – Published: 2 November 2011
Abstract. The Little Ice Age maximum extent of glaciers in
Iceland was reached about 1890 AD and most glaciers in the
country have retreated during the 20th century. A model for
the surface mass balance
/media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf
(alb: AWS)
MODELLING LONG-TERM SUMMER AND WINTER BALANCES
? The authors 2009
Journal compilation ? 2009 Swedish Society for Anthropology and Geography 241
ed temperatures relative to –20°C to account for de-cay of snow albedo at temperatures below the melt-ing point, following a study by Winther (1993). Wetested both approaches, and chose to use –5°C asthe minimum for the accumulated temperature
/media/ces/GA_2009_91A_4_Andreassen.pdf
the maximum discharge of jökulhlaup water at the glacier
terminus is estimated as 97 m3 s 1. This jökulhlaup was a fast-rising jökulhlaup as
other jökulhlaups in Skaftá and cannot be described by the traditional Nye-theory of
jökulhlaups. The total volume of flood water was estimated as 53 Gl. The average
propagation speed of the subglacial jökulhlaup flood front was found to be in the range
0.2–0.4 m s 1
/media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf