m
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/media/ces/2010_017.pdf
at each site i with the same method used to estimate qR(D;T ), but instead of pooling
AMF series for a given duration D from different sites, the estimation is made individually for
each site i by pooling AMF series for different durations D (see Crochet, 2012c). The index
flood µi(D), is modeled at each site i as a continuous function of D, as follows:
µi(D) =
µi
1+(D=Di)li
; (5)
where µi, Di/media/vedurstofan/utgafa/skyrslur/2014/VI_2014_001.pdf
The hydrological simulations were performed with the Wa-
tershed Simulation and Forecasting System (WSFS) developed
and operated in the Finnish Environment Institute (Vehviläinen
et al., 2005). The WSFS is used in Finland for operational hydrolog-
ical forecasting and flood warnings (www.environment.fi/water-
forecast/), regulation planning and research purposes
(Vehviläinen and Huttunen, 1997
/media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf
participants each, representing relevant
interests in the Dhuenn basin (Fig. 3). The aim of
the first workshop was to open the floor and create
ideas for potential management solutions and
measures. It also introduced previously agreed upon
measures that resulted from other projects (such as
Regionale 2010) or bilateral proceedings (also see
Regionale 2010, 2008). The second workshop
focused
/media/loftslag/Daniell_etal-2010.pdf
by the
inhabitants on a daily basis for driving between towns and villages
for work, school, hobbies or di?erent services. Public avalanche
bulletins are also published for selected areas, aimed towards the
increasing number of backcountry travellers in Iceland during
winter time. The number of human-triggered avalanches recorded
by the Meteorological O>ce has increased substantially over
/media/vedurstofan/utgafa/arsskyrslur/VI_Arsskyrsla_2018_vef.pdf
than can be expected to originate from the cauldrons, three to four times the wa-
ter equivalent of the accumulation of snow over the watershed of the cauldrons. It has
been estimated that flow from the cauldrons, in addition to the jökulhlaups, could be
2–5 m3 s 1 at maximum (Vatnaskil, 2005). It is possible that part of the sulfate-rich
groundwater from the glacier comes from the cauldrons
/media/vedurstofan/utgafa/skyrslur/2009/VI_2009_006_tt.pdf
with vertical boundary-layer profiles calculated di-
rectly from HARMONIE model levels. Due to the temporal and spatial variability of model
level heights, for the calculation of average vertical profiles, individual model profiles above
6The large positive bias northeast of Vatnajökull is due to the unusually cold summertime temperatures measured
at Station 5932, situated near the edge
/media/vedurstofan/utgafa/skyrslur/2014/VI_2014_005.pdf
in a collaboration between the Austrian engineering company Ingenieurbüro
Illmer Daniel e.U. (DI), Efla consulting engineers and the Icelandic Meteorological Office (IMO).
Daniel Illmer carried out the analysis of landslide protection measures, Jón Kristinn Helgason,
Tómas Jóhannesson and Eiríkur Gíslason wrote sections about the geographical setting, the land-
slide history and the assessment
/media/vedurstofan-utgafa-2016/VI_2016_006_rs.pdf