Publications
Publications
Flyers
Snorrason, Á., & Jónsdóttir, J. F. (2005). Climate and Energy 2003-2006. CE flyer 1
/climatology/research/ce/publications/
Differences between the three TDM measures were
assessed with repeated measures ANOVAs and post hoc
test with Bonferroni correction (F-values, levels of sig-
nificance, and effect sizes are presented in Table 3).
2The univariate ANOVAs for the two levels of increased tax on fuel,
show that the increase with five SEK/liter fuel was perceived to lead to a
larger infringement on freedom to choose travel mode
/media/loftslag/Eriksson_Garvill_Nordlund_2006.pdf
to avalances:
An overview of the need for avalanche protection measures in Iceland (IMO Rep. 96004, 1996, authors T. Jóhannesson, K. Lied, S. Margreth and F. Sandersen) [summary of IMO publication 96003/96004] (html)
Adaptation of the Swiss Guidelines for supporting structures for Icelandic conditions (IMO Int. Rep. 99013, 1999, authors T. Jóhannesson and S. Margreth) (pdf 0.1 Mb)
Addendum
/avalanches/imo/protective/
balance data from all the ice caps.
REFERENCES
Björnsson, H., Pálsson F., Guðmundsson M. T. and Haraldsson H. 1998. Mass
balance of western and northern Vatnajökull, Iceland, 1991–1995, Jökull, 45,
35–58.
Björnsson, H., Pálsson F. and Haraldsson H. 2002. Mass balance of Vatnajökull
(1991–2001) and Langjökull (1996–2001), Iceland. Jökull, 51, 75–78.
Bromwich, D. H., Bai L. and Bjarnason G. G. 2005
/media/ces/Paper-Olafur-Rognvaldsson_91.pdf
course – Adaptive management in relation to climate change – Copenhagen 21-26/8/2011
……………………………………………………………………………………………………………………………………………………………………
6
Figure 1. Flow chart summarizing information and decision flows of an adaptive management inspired
adaptation planning cycle for road transport (at national strategic / tactical level)
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/media/loftslag/Outline_for_the_case_Road_maintenance_in_a_changing_climate.pdf
EA Analyse A/S and Optensys
Energianalys will forecast energy system variables, while SINTEF Energy Research will make
assumptions for the energy system in different cases, include new inputs in the EMPS model and
carry out simulations.
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/media/ces/esa_flyer_new.pdf
sand, Mica
sand, and Mica clay/silt. Automatic parameter estimation
using UCODE [Poeter and Hill, 1998] yielded the
corresponding horizontal conductivity values: 6.2
108 m/s, 2.2 104 m/s, 2.8 104 m/s, 9.8
105 m/s, and 1.6 106 m/s. The coefficient for drain
flow is specified as 2 107 s1 and the base flow leakage
coefficient as 2.7 106 s1.
3.3.4. Land Use
[32] Parameterizations
/media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf