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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
increased net precipitation and increased rainfall intensity put pressure on the sewage
system and the lake dam. Flooding of the town is expected to occur more frequently. Future flooding
storms could be as high as 2,5 meters.
The challenges have been divided into two main themes: sea level change and rainfall.
NONAM Risk Assessment and Stakeholder Investment. Multidisciplinary Workshop
/media/loftslag/CASE_A___Jes_Pedersen_(Region_Midt,_Dk)_Introduction.pdf
increased net precipitation and increased rainfall intensity put pressure on the sewage
system and the lake dam. Flooding of the town is expected to occur more frequently. Future flooding
storms could be as high as 2,5 meters.
The challenges have been divided into two main themes: sea level change and rainfall.
NONAM Risk Assessment and Stakeholder Investment. Multidisciplinary Workshop
/media/loftslag/Case_A___Horsens_Fjord.pdf
fiord area. Adaptive challenges due to changes in regional groundwater level
An increase in sea level will cause more frequent flooding in the town due to its low lying position by
the fjord. In 2006, the local town hall was flooded when sea level rose to 1.76 m above normal.
Simultaneously, increased net precipitation and increased rainfall intensity put pressure on the sewage
system
/media/loftslag/Horsens_case.pdf
NONAM PhD course – Adaptive management in relation to climate change – Copenhagen 21-26/8/2011
……………………………………………………………………………………………………………………………………………………………………
1
Outline for the case Road maintenance in a changing climate
Introduction
Roads and transport systems are vulnerable to climate change impacts (VTT 2011; Koetse and
Rietveld, 2009; Regmi & Hanaoka, 2011; Road ERA-net 2009 & 2010
/media/loftslag/Outline_for_the_case_Road_maintenance_in_a_changing_climate.pdf
meðallagi á árinu. Mikið norðanóveður gekk yfir landið dagana 10. til 11. desember sem
olli miklu tjóni. Verst var veðrið á Ströndum, Norðurlandi vestra og Norðurlandi eystra. Mikil ísing og fannfergi fylgdu
óveðrinu sem olli því að hundrað hross fennti í kaf, skemmdir urðu á rafmagnslínum með tilheyrandi rafmagnstruflun-
um og mikil röskun varð á samgöngum.
NÁTTÚRUFAR
Hl
ut
fal
l m
eð
all
ag
s
/media/vedurstofan-utgafa-2020/VI_arsskyrsla2020.pdf
the average of the (wind speed) distribu-
tion is given by
m = AG(1+1=k) ; (2)
with gamma function, G, defined as usual. Wind power density, a measure of the energy flux
through an area perpendicular to the direction of motion, varies not only with the cube of wind
15
Figure 2. Annual modelled distributions (dashed lines) and corresponding Weibull fits
(solid lines) of wind speed at 50 mAGL, for two
/media/vedurstofan/utgafa/skyrslur/2013/2013_001_Nawri_et_al.pdf
line shows the number of all measured earthquakes but the red line shows the number of earthquakes above 1.5 in magnitude.
During these years, the measuring net has improved and become more sensitive. That is the reason for showing the larger earthquakes separately.
18 August 2014 20:45 - An overview of the first three days
Since the onset of the earthquake swarm at Bárðarbunga on Saturday
/earthquakes-and-volcanism/articles/nr/3000
and the groundwater module. The coupling
between both modules was done by a net boundary flux between the unsaturated zone and
the groundwater (Schulla & Jasper, 2007).
Information on land use, soil type, elevation and other general properties of the watershed
are given in static distributed grids while a number of parameters describing specific
processes are adjusted to the properties of each
/media/ces/2010_016.pdf
of radiation are
added to a classic degree-day model. For infiltration, a methodology of Peschke, based on
the approach of Green and Ampt, was used. To calculate the fluxes within the unsaturated
soil zone, the Richards equation was used. The groundwater table was modelled in both the
unsaturated zone module and the groundwater module. The coupling between both modules
was done by a net/media/ces/2010_017.pdf