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-corrected SPOT 5
high-resolution geometric (HRG) images with 2.5 m
2.5 m spatial resolution, acquired in the autumn 2003
and (4) airborne polarimetric synthetic aperture radar
images observed simultaneously to the 1998 EMISAR
images and the EMISAR DEM viewed as a shaded
relief image (Magnu´sson et al. 2005b).
We estimate the average specific net mass balance (in
m yr1 w. eq.) as
bn r
DV
A1 N
/media/ces/Gudmundsson-etal-2011-PR-7282-26519-1-PB.pdf
of the glaciers. An up to 8 m thick winter snow layer
was measured in the accumulation area (∼4 m w.e.). Ice melt
of up 10 m w.e. was measured in the lowest part of the ab-
lation zone in summer, and 2 m w.e. was melted during win-
ter. Taking into account ∼2 m of annual rainfall, the runoff
from this part of the glacier was estimated as ∼14 m w.e. per
year; a surprisingly high value (Ahlmann, 1939
/media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf
evapotranspiration decreased by 19% and
22% for the two catchments, showing that the increased
biomass of the vegetation only partly compensated for the
30% reduction in transpiration due to stomatal closure, as a
result of the higher atmospheric CO2 concentration.
[8] The aim of this study is to determine the sensitivity of
the hydrological system to a number of meteorological and
land use factors, which
/media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf
), the total change in glaciated area may be approximated as
DSa =
1
g
DVa
V1
S1 ; (8)
in case DVa < 0 or if DVa > 0 and there is sufficient previously ice-covered space to readvance
the ice margin (and DSa = 0 in case DVa >= 0 and there is insufficient space to advance the ice
margin). The change in average ice thickness is
Dha =
V1 +DVa
S1 +DSa
h1 ; (9)
TóJ 8 5.12.2009
Memo
in case DVa < 0, and Dha =DVa
/media/ces/ces-glacier-scaling-memo2009-01.pdf
decade within the 2004–50
period, for the UKMO HadCM3, and the MPI ECHAM5-r3. . . . . . . . . . . . . 28
7 Mean annual surface air temperature and total precipitation during the 1961–90
control period, and linear trends within the 1958–2001 period, for the ERA-40
reanalyses. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
8 Differences between the RCM and underlying
/media/ces/2010_005_.pdf
of the study sites, which correspond to the discharge observation stations. Study sites (a–e)
selected for further evaluation are described in Table 1. Circles are unregulated and squares regulated sites.
N. Veijalainen et al. / Journal of Hydrology 391 (2010) 333–350 335
Author's personal copy
(Table 2); in the winter they are almost twice as high as in summer.
Precipitation changes are between 8/media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf
..................................................................................... 7
2.3 Meteorological data ................................................................................ 8
2.4 Other data ............................................................................................ 8
3 Index flood method ...................................................................................... 11
3.1 General
/media/vedurstofan/utgafa/skyrslur/2015/VI_2015_009.pdf
to provide input
to WFD implementation [6; 5; 7; 3] [8; 4]. This
previously highly political issue became business
as usual for stakeholders and authorities alike, and
the process outcomes were a welcome input into the
formal participatory process of the Bezirksregierung
[2; 1].
Collaborative process design in a Trialogue
team
The second challenge relates to the design of a
participatory process
/media/loftslag/Daniell_etal-2010.pdf