Delta Change Method
(correction of observed precipitation)
Transformation of precipitation
cont
fut
obsfut M
M
PP =
Observeret n dbør
0
5
10
15
20
25
30
1-12-99 11-12-99 21-12-99 31-12-99
Dato
N
ed
bø
r
(m
m
/d
ag
)
Observeret
Skal ring af e
5
10
15
20
25
30
35
4
- - - -
t
N
ed
bø
r
(m
m
/d
ag
)
Observeret D lta Change
Critical assumption:
Future dynamics = present dynamics
No change in number
/media/loftslag/Refsgaard_2-uncertainty.pdf
) measures. The main purpose
ARTICLE IN PRESS
of this study is to test a model of the relations between
factors expected to influence the acceptability of TDM
measures. In addition, comparisons between car users’
0272-4944/$ - see front matter r 2006 Elsevier Ltd. All rights reserved.
doi:10.1016/j.jenvp.2006.05.003
Corresponding author. Department of Psychology, Umea˚ University,
Sweden. Tel.: +46 90
/media/loftslag/Eriksson_Garvill_Nordlund_2006.pdf
in Finland
Noora Veijalainen a,*, Eliisa Lotsari b, Petteri Alho b, Bertel Vehviläinen a, Jukka Käyhkö b
a Freshwater Centre, Finnish Environment Institute, Mechelininkatu 34a, P.O. Box 140, FI-00251, Helsinki, Finland
b Department of Geography, FI-20014 University of Turku, Turku, Finland
a r t i c l e i n f o
Article history:
Received 7 January 2010
Received in revised form 13 June 2010
Accepted
/media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf
Hare MP, Barreteau O, Beck MB, Letcher RA, Mostert E, Tabara JD, Ridder D, Cogan V, Pahl-Wostl C (2006) Methods for stakeholder participation in water
management. Chapter 8 in Giupponi, C. Jakeman, A.J., Karssenberg, D. & Hare, M. (Eds) Sustainable management of water resources: an integrated approach.
Edward Elgar: Chichester.
Hare MP (2011) Forms of participatory modelling and its potential
/media/vedurstofan/PhD_course-Programme_26Aug2011-final.pdf
-CALPUFF model is not using plume height estimates
as an input parameter. The model itself solves the equations describing the rising of the mixture
in the atmosphere and calculates the top-plume height by using some physical parameters as
the vertical mixture velocity (V) and the radius of the vent (R). Based on these two parameters,
V and R, we get an estimate of the mass flow rate and we
/media/vedurstofan-utgafa-2020/VI_2020_004.pdf
Estimation of eruption site location
using volcanic lightning
Þórður Arason
Guðrún Nína Petersen
Halldór Björnsson
VÍ 2013-006
Report
Estimation of eruption site location using
volcanic lightning
V Í 201 3 - 006
ISS N 167 0 - 8 261
Report?
+354 522 60 00
ved u r@ ve d u r. is
Veð u rst of a Ísla n d s
Búst a ð a ve gur 7–9
150 Reykja vík
Þórður Arason, Icelandic Met
/media/vedurstofan/utgafa/skyrslur/2013/VI_2013_006.pdf
) storage coefficient of interflow ki; (3) drainage
density d; (4) the fraction of surface runoff from snowmelt; and (5) the recession constant
krec for the decreasing saturated hydraulic conductivity with increasing depth. For the
groundwater flow, adjusted parameters (6–7) are the hydraulic conductivity in the X and Y
direction. The hydraulic conductivity is adjusted in distributed grids unlike
/media/ces/2010_017.pdf
and glaciers. The former trend is mainly visible in the
Westfjords, an area in northwest Iceland, in the winter (see Figure 8a and 8b) and in northeast
Iceland in the summer, especially east of Akureyri in the RCP8.5 scenario (see Figures 8c
and d). The latter trend is most clearly seen during summer and in cases with the RCM RCA4
with RCP8.5.
Extreme temperature trends
In a previous section we
/media/vedurstofan-utgafa-2017/VI_2017_009.pdf