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7
1 2 3 4 5 6 7 8 9 10 11 12
Month
M
ea
n
d
is
ch
ar
g
e
(m
3 /
s)
Present: Mean A2: Mean
Station 280001: Upstream Bygholm Lake
0
5
10
15
20
25
30
35
1 2 3 4 5 6 7 8 9 10 11 12
Month
M
ax
im
u
m
d
is
ch
ar
g
e
(m
3 /
s)
Present: Max A2: Max
Station 270045: Upstream Lake Nørrestrand
0
2
4
6
8
10
12
14
16
1 2 3 4 5 6 7 8 9 10 11 12
Month
M
ea
n
d
is
ch
ar
g
e
(m
3 /
s)
Present: Max A2: Max
/media/loftslag/Horsens_case.pdf
of Iceland (Háskóli Íslands; UI) in the context of Work Package 2 of the project “Im-
proved Forecast of Wind, Waves and Icing” (IceWind), funded primarily by the Nordic Top-level
Research Initiative (Toppforskningsinitiativet; TFI), including national and private organisations.
This report is the fifth in a series of IMO reports produced for IceWind, the others being Nawri
et al. (2012d,a,b,c
/media/vedurstofan/utgafa/skyrslur/2013/2013_001_Nawri_et_al.pdf
/$ - see front matter 2007 Elsevier Ltd. All rights reserved.
doi:10.1016/j.envsoft.2007.02.004
odelling process e A framework
e
an der Sluijs b, Anker Lajer Højberg a,
eghem c,d
d (GEUS), Copenhagen, Denmark
, Department of Science Technology and Society,
, The Netherlands
e 22 (2007) 1543e1556
www.elsevier.com/locate/envsoft
the pursuit of the objectives of preserving, protecting and im-
proving
/media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.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
precipitation would have comprised around 100 points,
unevenly distributed over the country. The 1M5 map and derived results have proved to be im-
portant tools in the design of bridges, culverts and other forms of infrastructure for handling surface
runoff. For further methodological details about the current 1M5 map, see Elíasson et al. (2009).
Since the publication of the original 1M5 map in 2000
/media/vedurstofan-utgafa-2020/VI_2020_008.pdf