experiments for evaluating the effectiveness of avalanche defence structures in Iceland. Main results and future programme (pdf 0,8 Mb) (Í: Proceedings of the International Seminar on Snow and Avalanches Test Sites, Grenoble, France, 22−23 November 2002, F. Naaim-Bouvet, ed., s. 99−109, Grenoble, Cemagref, 2003, author T. Jóhannesson) [abstract] (html)
Stálgrindur eða snjóflóðanet? Val á tegund
/avalanches/imo/protective/
on the European level [e.g.
Water Framework Directive (Directive 2000/60/EC),
Common Agricultural Policy, etcetera], except for the
Ukrainian part of the Tisza. However, the Ukraine shows
strong incentives to enter the EU community and thus the
EU acquis communautaire is used as key reference for the
development of its water management principles. It was
nevertheless decided to select two case-studies
/media/loftslag/Huntjens_etal-2010-Climate-change-adaptation-Reg_Env_Change.pdf
in
our analyses, as will be further outlined in the
discussion.
Among these principles, we found no direct
contradictions between the guides; our corresponding
analysis can be traced with the help of the author
principle tables, A3-1–A3-4 in Appendix 3, and the
summary table in Appendix 4, Table A4.
Nevertheless, we realized that there were tensions
between several of the principles, e.g., between P2
/media/loftslag/vonKorff_etal-2010.pdf
(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
6
0
20
40
60
80
10
0
12
0
14
0
−ln(−ln(1−1/T))
Q(
T)
(m
?s)
1 2 5 10 20 50 100
T (years)
l Obs.
WaSiM vhm51
heM
95?bh ??Obs
95?bh ??W aSiM
95?bh heM
Annual max. Q : GEV Distributions for vhm51
Index flood model no. 6
l l l l
l
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l l l
l
l
l
l
l
l
l
−2 0 2 4 6
0
50
10
0
15
0
−ln(−ln(1−1/T))
Q(
T)
(m
?s)
1 2 5 10 20 50 100
T (years)
l Obs.
WaSiM vhm52
heM
95?bh Obs
95?bh
/media/vedurstofan/utgafa/skyrslur/2014/VI_2014_001.pdf
xiv
List of Tables
Table 3.1. Fault parameters for the two major faults, J17 and J21. ................................... 38
Table A.1. Fault parameters for mapped fault segments and clusters in the Geysir
region (boxes A1-A3). ....................................................................................... 80
Table A.2. Fault parameters for mapped fault segments and clusters
/media/vedurstofan/utgafa/skyrslur/2010/2010_003rs.pdf
M A M J J A l
ll l
l
l
l
l
l
l
lll
l
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lll
0 100 200 300
60
0
80
0
100
0
Days since Sept. 1st
Q
(m
³/s
)
vhm102
S O N D J F M A M J J A
l
l
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ll
l
l
l
l
l
l
0 100 200 300
30
40
50
60
70
Days since Sept. 1st
Q
(m
³/s
)
vhm116
S O N D J F M A M J J A
l
l
l
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l
l
l
l
l
l l
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l
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l
l
l
l
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0 100 200 300
20
0
30
0
40
0
50
0
Days since Sept. 1st
Q
(m
³/s
/media/vedurstofan/utgafa/skyrslur/2015/VI_2015_009.pdf
tg
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qualit
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u
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co
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to
be
incorp
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:
1:
Ep
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/media/loftslag/VanderKeur_etal-2008-Uncertainty_IWRM-WARM.pdf
Knowledge
gathering
Proposal
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Revision
Decision-
making
Milestones
26 August 2011 PM/YZ/EPP 5
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s
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/media/loftslag/Group5-Stakeholders_involvement.pdf