h
Hydro production
Sintef Energy Research Quantitative system analysis 19 of 21
Introduction
Electricity system model
Simulation results
Summary and concluding remarks
Average annual energy balance, NordPool
Sintef Energy Research Quantitative system analysis 20 of 21
Introduction
Electricity system model
Simulation results
Summary and concluding remarks
Average annual in ow increase with 12-13
/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
varð mest 123 m3 s 1 en rennsli hlaupsins við jökuljaðar varð mest 97 m3 s 1. Þetta
hlaup er ekki hægt að skýra með viðteknum kenningum um jökulhlaup fremur en
önnur Skaftárhlaup. Heildarrúmmál hlaupsins var 53 Gl. Geymsla vatns í hlaupfar-
veginum undir jöklinum var reiknuð út frá rennslisgögnunum en hún varð mest 35 Gl,
sem samsvarar tveimur þriðju af heildarrúmmáli hlaupsins. Geymslan í
/media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf
the Fljótsdalsheiði region . . . . . . . 47
18 Seasonal mean wind power density within the Fljótsdalsheiði region . . . . . . . . 48
19 Directional mean wind power density within the Gufuskálar region . . . . . . . . . 49
20 Seasonal mean wind power density within the Gufuskálar region . . . . . . . . . . 50
21 Directional mean wind power density within the Hellisheiði region . . . . . . . . . 51
22 Seasonal mean
/media/vedurstofan/utgafa/skyrslur/2013/2013_001_Nawri_et_al.pdf
developmen
t &
im
plemen
tat
ion
Inf
orma
tion
Ma
nagemen
t
Fin
an
ce
an
d Cost
Re
cover
y
Risk
Ma
nagemen
t
Eff
ec
tiven
ess
Inte
rna
t. R
egula
tion
Weighted averag
e
Rivierenland Alentejo Tisza Ukraine Tisza Hungary
Fig. 3 Level of Adaptive and
Integrated Water Management
in coping with climate-related
extreme events in the four case-
studies (0 = non-adaptive and
non-integrated, 2
/media/loftslag/Huntjens_etal-2010-Climate-change-adaptation-Reg_Env_Change.pdf