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NONAM Risk Assessment and Stakeholder Investment. Multidisciplinary Workshop in Reykjavík 26 – 27 August 2010 1
HORSENS FJORD CASE
Jes Pedersen, Rolf Johnsen and Hans Jørgen Henriksen
1. Background to the case
Introducing the catchment
Horsens estuary is a shallow and eutrophic estuary located on the east side of Jutland, Denmark within
the WFD catchment area Horsens Fjord (Fig. 1/media/loftslag/CASE_A___Jes_Pedersen_(Region_Midt,_Dk)_Introduction.pdf
NONAM Risk Assessment and Stakeholder Investment. Multidisciplinary Workshop in Reykjavík 26 – 27 August 2010 1
HORSENS FJORD CASE
Jes Pedersen, Rolf Johnsen and Hans Jørgen Henriksen
1. Background to the case
Introducing the catchment
Horsens estuary is a shallow and eutrophic estuary located on the east side of Jutland, Denmark within
the WFD catchment area Horsens Fjord (Fig. 1/media/loftslag/Case_A___Horsens_Fjord.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
in
estimation of climate change impacts on flooding. Generalisations based on only a few case studies, or
large scale flood assessments using only a few climate scenarios should be avoided in countries with var-
iable hydrological conditions.
2010 Elsevier B.V. All rights reserved.
1. Introduction
Climate change has a multifaceted impact on river discharges:
on the one hand it poses a risk of increased
/media/ces/Journal_of_Hydrology_Veijalainen_etal.pdf
.......................................................... 16
Concluding remarks from the break out sessions – comparing the water sector and road
infrastructure........................................................................................................................ 24
Annex 1. Task of break out groups ..................................................................................... 25
Annex 2
/media/vedurstofan/NONAM_1st_workshop_summary_v3.pdf
the event than in the previous eruption, but more lava is being extruded.
At 07 AM the lava flow was around 1 km wide and 3 km long towards northeast. The thickness was estimated a few meters, the flow about 1000 m3 pr second.
Approximately 500 earthquakes were detected in the area and smaller than before. The strongest earthquake, M3.8 was in the Bárðarbunga caldera. Poor weather conditions prevail
/earthquakes-and-volcanism/articles/nr/3000
It
was detected on Míla´s web-camera at 05:51 AM. Fewer earthquakes seem to follow
the event than in the previous eruption, but more lava is being extruded.
At 07 AM the lava flow was around 1 km wide and 3 km long towards northeast. The
thickness was estimated a few meters, the flow about 1000 m3 pr second.
Approximately 500 earthquakes were detected in the area and smaller than before
/media/jar/Bardarbunga-2014_August-events.pdf
the event than in the previous eruption, but more lava is being extruded.
At 07 AM the lava flow was around 1 km wide and 3 km long towards northeast. The thickness was estimated a few meters, the flow about 1000 m3 pr second.
Approximately 500 earthquakes were detected in the area and smaller than before. The strongest earthquake, M3.8 was in the Bárðarbunga caldera. Poor weather conditions prevail
/earthquakes-and-volcanism/articles/nr/3000/