with
three climatic scenarios
EMPS-model
Water-values and simulation
Climatic scenarios
Reference, Echam, Hadam
Data provided by NVE, SMHI and SYKE
Electricity system model in 2020
Predictions made by Eurelectric and Statnett
Fuel costs in 2020
Data provided by EA energy analyses
Sintef Energy Research Quantitative system analysis 4 of 21
Introduction
Electricity system model
Simulation results
Summary
/media/ces/Mo_Birger_CES_2010.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
/ design,
availability, materials, ICT,
modal split)
26.8.2011Adriaan Perrels/IL 5
Categorising stages of adaptation
Passive Adaptation
- automatic in nature
and economy
- only ex post measures
(no anticipation)
Active Adaptation
- automatic in nature
and economy
- ex ante and ex post
policies
Emission scenario dependent
baseline (A1-T, B1, A2, etc.)
Reference costs and benefits
/media/loftslag/Perrels-CBA.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
bodies of management,
decision-support, risk, and participation literature.
d’Aquino (2008)
Patrick d’Aquino relies on 20 years of
implementation and evaluation experience, mostly
in a natural resource management context and in
developing countries. His approach is, at this point,
the least conceptually developed design method of
the guides presented here, although it is linked to a
theoretical
/media/loftslag/vonKorff_etal-2010.pdf
was therefore formed
by ice lifting and deformation induced by subglacial water pressures higher than ice
overburden pressure.
The discharge data and the derived size of the subglacial flood path, as indicated
by the volume of water stored subglacially, indicates a development towards more
efficient subglacial flow over the course of the jökulhlaup. Thus, a discharge in the
iii
range 80–90 m3 s 1
/media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf
approximately centred around Iceland: the outer domain with
43 42 grid points spaced at 27 km (1134 1107 km), the intermediate domain with 9590 grid
points spaced at 9 km, and the inner domain with 196 148 grid points spaced at 3 km. The
northwest corner of the outer domain covers a part of the southeast coastal region of Greenland.
Otherwise, the only landmass included in the model domain
/media/vedurstofan/utgafa/skyrslur/2013/2013_001_Nawri_et_al.pdf
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