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14
Energy wood
/media/ces/Alam_Ashraful_CES_2010.pdf
Figure 8. Stations ranked according to their average CC for the 20 highest rainfall daily events.
................................................................................................................................................... 33
Figure 9. Ranked values of the 50 highest 24-hour accumulated precipitation events plotted
against ranked values of the 50 highest daily precipitation
/media/vedurstofan-utgafa-2020/VI_2020_008.pdf
Vision for Proactive Climate Change Adaptation in the Danish Water Sector
Speaker: Helle Katrine Andersen, DANVA hka@danva.dk
To inspire water utilities to develop climate change adaptation strategies and to implement
CC adaptation solutions The Danish Water and Waste Water Association (DANVA) has
developed a vision for Proactive Climate Change Adaptation in the Water Sector
/media/loftslag/Helle_Katrine_Andersen_(DANVA,_Dk).pdf
with the general observation of a slowly fading activity in almost all other data sets.
Inter-event waiting time
For the Bárðarbunga caldera, inter-event waiting time for earthquakes equal to or larger than M5 has been plotted* during the four months period from the onset of events until 15 Dec 2014. On the y-axis, waiting time is given in hours. The x-axis shows the relevant earthquakes
/earthquakes-and-volcanism/articles/nr/3039
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/media/loftslag/Group5-Stakeholders_involvement.pdf
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/media/loftslag/Group-1_Scenarios-for-AWM.pdf
+ x−k) (1)
Public Choice (2012) 151:91–119 95
with k = 1,2, and −k = 1 if k = 2, −k = 2 if k = 1. The variables xik and x−k are the
contributions to the public good of subject i as mover k and mover −k, respectively. The
contribution of the first mover is an integer x1 ∈ [0,10] and that of the second mover takes
one of the two values x2 ∈ {0, x1}.
2.2 Theoretical predictions
As noted
/media/loftslag/Public-Choice-2012---Teyssier---Inequity-and-risk-aversion-in-sequential-public-good-games.pdf
of melt water from glaciated
areas in long integrations for a warming climate.
Glacier dynamics
This problem can be qualitatively analysed by considering the continuity equation for ice vol-
ume, which may be expressed as
¶h
¶t
+
¶q
¶x
= b or
¶h
¶t
+~ ~q = b ; (1)
for a one-dimensional ice flow channel or an ice cap that flows in two horizontal dimensions,
respectively. h is ice thickness, q or ~q
/media/ces/ces-glacier-scaling-memo2009-01.pdf
the validity of the ideal gas law, hydrostatic
balance, a piecewise linear vertical gradient of air temperature, and neglecting the effects of water
vapour. Pressure, p, as a function of height can then be derived through vertical integration of the
hydrostatic balance equation, and is given by
p(h(x;y);z) = p0 exp
g
R
Z h(x;y)+z
0
dx
T (x )
; (5)
where p0 is pressure at mean sea level, T
/media/vedurstofan/utgafa/skyrslur/2013/2013_001_Nawri_et_al.pdf