to hydrological data,
enabled the identifi cation of diagnostic pre-
cursors to the November 2004 jökulhlaup and
Eos, Vol. 86, No. 26, 28 June 2005
Fig. 2. Precursory signals: (a) Cumulative number of earthquakes located beneath Grímsvötn
since 2002, showing the increase in activity in July 2003. (b) Local magnitude (ML ) of Grímsvötn
earthquakes in the months preceding the eruption, showing
/media/jar/myndsafn/2005EO260001.pdf
Manage- Basic Purchase Road Road net- Const- Acquisi- Govern- Com- Participati- Value Miscel- Total 2009
ment and road of equip- system work post- ruction tion of ment missi- on of the added laneous cost
operating manage- ment develop- poned-, of land grants ons European tax over- level
costs ment ment comprehen- build- and com- Regional De- heads
1991- 1991- sive- and ings pensation
/media/loftslag/Traffc-maintenance_expenditures.pdf
& Togeby, M. (2007). Statistical Analysis. In: J. Fenger (Ed.) Impacts of Climate Change on Renewable Energy Sources: Their role in the Nordic energy system, Nord 2007:003, 154-174.
Mo, B., Wolfgang, O. & Styve, J. (2010). ”The nordic power system in 2020 - Impacts from changing climate conditions”, Conference on future climate and renewable energy: Impacts, Risks and Adaptation, 31.May-2 June 2010
/ces/publications/nr/1937
scenario Summer Winter
Temp ▲6˚c ▲7˚c.
Precip. +10% +30%
CO N l d bl2 ear y ou e
11
Forest management principles
1
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before thinning
Thinning threshold
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12
Management regimes
Changes in basal area thinning thresholds
/media/ces/Alam_Ashraful_CES_2010.pdf
deposits
is generally less than 50 m in the central and northeastern
Figure 1. Map showing the land use in the catchment. The subcatchment (indicated in red) is used to
study the effects of land use changes. The inset shows the location of the study area in Denmark.
Figure 2. Map showing the soil types in the catchment.
Six discharge stations (triangles) are indicated. Locations A
and B indicate
/media/loftslag/vanRoosmalen_etal-2009-WRR_2007WR006760.pdf
(Crochet, 2012a, b; Crochet & Þórarinsdóttir, 2014) and in
eastern Iceland (Crochet & Þórarinsdóttir, 2015). This study is a continuation of this work.
The capacity of the IFM to estimate design floods at ungauged locations is now evaluated for
river basins having substantial glacier coverage and/or substantial groundwater contribution to
streamflow. The report is organized as follows. Section 2/media/vedurstofan/utgafa/skyrslur/2015/VI_2015_009.pdf
frequency distributions for Re-
gion 1 derived with index flood model no. 6: bµ(D) = a(AP=Z)b ............................ 39
5
Appendix VI - Empirical and modeled daily flood frequency distributions for
Region 2 derived with index flood model no. 3: bµ(D) = a(APm)b ......................... 41
Appendix VII - Instantaneous Index flood models for Region 1. .......................... 43
Appendix VIII
/media/vedurstofan/utgafa/skyrslur/2014/VI_2014_001.pdf
Korona et al., 2009) and
2010 (airborne LiDAR in autumn).
The Cryosphere, 5, 961–975, 2011 www.the-cryosphere.net/5/961/2011/
G. Aðalgeirsdóttir et al.: 20th and 21st century evolution of Hoffellsjökull glacier 963
Fig. 2. (A) Measured bedrock topography of Hoffellsjökull (2001).
Blue colours indicate elevation below sea level. (B–E) Surface to-
pography at different times, showing retreat
/media/ces/Adalgeirsdottir-etal-tc-5-961-2011.pdf
/EPP 2
Stakeholders analysis
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