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(DGPS) equipment
in 2001. Continuous profiles, approximately 1 km apart,
were measured in the accumulation zone and a dense net-
work of point measurements were carried out in the abla-
tion zone. Digital Elevation Models (DEMs) of the surface
and bedrock were created from these data (Fig. 2; Björns-
son and Pálsson, 2004). The estimated errors are at most
1–5 m (bias less than 1 m) for the surface
/media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf
; fax: +358 20 490 2590.
E-mail address: Noora.Veijalainen@ymparisto.fi (N. Veijalainen).
Journal of Hydrology 391 (2010) 333–350
Contents lists available at ScienceDirect
Journal of Hydrology
journal homepage: www.elsevier .com/ locate / jhydrol
Author's personal copy
narios from GCMs or RCMs, and with different emission scenarios
(e.g. Menzel et al., 2006; Minville et al., 2008; Prudhomme and Da
/media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf
....................................................................................... 10
3 September 2012 .................................................................................. 12
3 Radiation fluxes at the surface ....................................................................... 16
4 Heat fluxes at the surface .............................................................................. 21
5 Net energy
/media/vedurstofan/utgafa/skyrslur/2015/VI_2015_006.pdf
of events closely.
Photo: Sigurlaug Gunnlaugsdóttir.
Bárðarbunga
Pálmi Erlendsson, Bergur H. Bergsson and others installing GPS and com-
munication equipment. Photos: Þorgils Ingvarsson and Benedikt G. Ófeigsson.
I C E L A N D I C M E T O F F I C E / A N N U A L R E P O R T 2 0 1 4
5
The magma intrusion from Bárðarbunga
to the eruption site at Holuhraun and
related tremor pulses
/media/vedurstofan/utgafa/skyrslur/2015/IMO_AnnualReport2014.pdf
level in Skeidará waned. The last sign of a
crater explosion was seen at GRF early on 6
November, leaving only a weak tremor signal
from the remnants of the jökulhlaup. The
jökulhlaup fi nally ended in early December,
after ~0.8 km3 of water had drained from the
Grímsvötn lake (J. Hardardóttir, personal com-
munication, 2005).
Location and Volume Constraints
Earthquake locations at Grímsvötn
/media/jar/myndsafn/2005EO260001.pdf
a systematic com-
parison of results to observed precipitation has been carried out. Un-
dercatchment of solid precipitation is dealt with by looking only at
days when precipitation is presumably liquid or by considering the
occurrence and non-occurrence of precipitation. Away from non-
resolved orography, the long term means (months, years) of observed
and simulated precipitation are often
/media/ces/Paper-Olafur-Rognvaldsson_92.pdf
and possibly the stake-
holders at different phases of the modelling project.
Many QA guidelines exist such as Middlemis (2000) and
Van Waveren et al. (1999). The HarmoniQuA project (Schol-
ten et al., 2007; Refsgaard et al., 2005a) has developed a com-
prehensive set of QA guidelines for multiple modelling
domains combined with a supporting software tool, MoST
(downloadable via http
/media/loftslag/Refsgaard_etal-2007-Uncertainty-EMS.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
Design principles
The comparison of the principles (P) contained in
four guides (Tables A3-1–A3-4) led us to propose
seven overarching design principles:
1. P1: See the participation process as an
opportunity for effective decision making and
not as a constraining obligation. Decision
makers should welcome the idea of
participation when it is appropriate, because
a successful process will enable
/media/loftslag/vonKorff_etal-2010.pdf