of the road network with no major technical alterations in
personal mobility, continued provision of standard levels of service and capacity
expansion goals. No significant focus on creating more adaptive management processes
within the Road Authority.
Pros: few institutional/cultural changes required, cost savings from avoiding new
infrastructure to accommodate CC impacts.
Cons: potentially
/media/loftslag/Group4.pdf
ensemble mean SAT values during the
1961–90 control period.
The exact values of linear SAT trends, determined by least-squares regression, are given in Table 4.
Based on a standard t-test, all these trends are significantly different from zero on the 99.9%
confidence level. As seen before, based on the reduced IPCC ensemble mean, differences in linear
SAT trends over the ocean and the land are small
/media/ces/2010_005_.pdf
The problem awareness variable had a
high internal consistency (a ¼ 0:95).
3. Results
3.1. Descriptive analysis of values, beliefs, and norms
In Table 2, means and standard deviations for pro-
environmental orientation, problem awareness of private
car use, personal norm, and willingness to reduce car use
are shown. The sample was to some extent pro-environ-
mental, and car use was perceived
/media/loftslag/Eriksson_Garvill_Nordlund_2006.pdf
) in 1956. During that time that ambitions of utilizing hydropower had changed from providing the public and
the sectors with electricity to aim for a large-scale utilization of hydropower for energy intensive industries. This came
to fruition in 1969 with the first aluminium smelter in Iceland. Today, energy intensive industry matches fisheries as a
key income sector for Icelandic society.
During
/media/vedurstofan-utgafa-2020/VI_arsskyrsla2020.pdf
of these projects, we have improved
our earthquake, strain and GPS monitoring systems
in collaboration with Icelandic and international
partners, despite considerable cuts being made to
our budget. Hydrological monitoring has improved
significantly and the standard of the monitoring is
now comparable to the weather and earth hazard
monitoring. Hydrological models are in develop-
ment
/media/vedurstofan/utgafa/arsskyrslur/VED_AnnualReport-2013_screen.pdf
Skógarheiði Trimble NetRS 64,640 ISK
STE2 Steinsholt Trimble NetRS 55,509 ISK
STKA Stóra Kjalalda Trimble NetRS 114,951 ISK
SOHO Sólheimaheiði Trimble 4700 142,736 ISK
Total 842,000 ISK
When the numbers are summed up in Table 8 and 9, the figures are way too high compared
to standard 3G connection
/media/vedurstofan/utgafa/skyrslur/2011/2011_005.pdf
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/media/loftslag/Hare-2011-ParticipatoryModelling.pdf
than can be expected to originate from the cauldrons, three to four times the wa-
ter equivalent of the accumulation of snow over the watershed of the cauldrons. It has
been estimated that flow from the cauldrons, in addition to the jökulhlaups, could be
2–5 m3 s 1 at maximum (Vatnaskil, 2005). It is possible that part of the sulfate-rich
groundwater from the glacier comes from the cauldrons
/media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf
The
precipitation is corrected for wetting and aerodynamic
effects using the standard correction methods of Allerup et
al. [1998]. The average precipitation in the area equals
1073 mm/a. ETref is calculated using the Makkink [1957]
formula, and has an average value of 570 mm/a. The
average annual temperature is 8.2C with a maximum of
16.5C in August and a minimum of 1.4C in January.
[12] The central
/media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf
of the sections and the terminus position at the different times.
Fig. 5. Winter, summer and annual balance measured at Hoffellsjökull and Breiðamerkurjökull. Measurements from the 1930s expedition
(at the lowest stakes only annual balance was measured and therefore winter balance set to zero) are shown with black symbols. The red dots
show the average and standard deviation of the mass balance
/media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf