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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
of radiation are
added to a classic degree-day model. For infiltration, a methodology of Peschke, based on
the approach of Green and Ampt, was used. To calculate the fluxes within the unsaturated
soil zone, the Richards equation was used. The groundwater table was modelled in both the
unsaturated zone module and the groundwater module. The coupling between both modules
was done by a net/media/ces/2010_017.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
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
the com-
plexity of the hydrological processes through modelling, but its application is usually limited to
the short-range. Although the results demonstrated a great potential for this method, its success-
ful application in real-time will strongly depend on the quality and availability of streamflow
observations, which can be poor or simply missing during periods of variable durations, e.g
/media/vedurstofan/utgafa/skyrslur/2014/VI_2014_006.pdf
which are significantly lower com-
pared with similar beginning and end years. Consequently, for the 2004–50 period, the average
RCM warming rates of 0.29 K per decade over the ocean, and 0.35 K per decade over the land are
somewhat larger than for the reduced IPCC ensemble mean.
Additionally, the tabulated values of SAT differences between the 1961–90 control period and
either the 2021–50
/media/ces/2010_005_.pdf
J600v berg 2.utg) were also used in this study.
Table 1. Main characteristics of river basins used in this study.
River Name Type Area Mean Percentage Mean annual Period
/ (km2) elevation glacier precipitation for
Gauging (m a.s.l) (mm) streamflow
station (1961-2014) data
vhm59 Ytri-Rangá L 622 365 0 1564 1961–2014
vhm64 Ölfusá L+D+J+S 5687 480 12.2 2003 1950–2014
vhm66 Hvítá (Borgarfirði) L+J 1577
/media/vedurstofan/utgafa/skyrslur/2015/VI_2015_009.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