Conference on Preparedness and Mitigation for Natural Disasters '92, 28 29 Maí, Reykjavík.
Reynir Böðvarsson, Sigurður Th. Rögnvaldsson, Steinunn S. Jakobsdóttir, R. Slunga og Ragnar Stefánsson 1996. The SIL data acquisition and monitoring system. Seism. Res. Lett. 67, 35 46.
Reynir Böðvarsson, Sigurður Th. Rögnvaldsson, R. Slunga og Einar Kjartansson 1999. The SIL data acquisition system - at present
/earthquakes-and-volcanism/conferences/jsr-2009/sigurdur/
Conference on Preparedness and Mitigation for Natural Disasters '92, 28 29 Maí, Reykjavík.
Reynir Böðvarsson, Sigurður Th. Rögnvaldsson, Steinunn S. Jakobsdóttir, R. Slunga og Ragnar Stefánsson 1996. The SIL data acquisition and monitoring system. Seism. Res. Lett. 67, 35 46.
Reynir Böðvarsson, Sigurður Th. Rögnvaldsson, R. Slunga og Einar Kjartansson 1999. The SIL data acquisition system - at present
/earthquakes-and-volcanism/conferences/jsr-2009/sigurdur
1
Adaptive management to climate change in Horsens Fjord using scenario
development
Report by Maria, Azhar, Bjarke and Kerstin
Introduction
Horsens Fjord is an eutrophic estuary situated in east coast of Jutland, Denmark with approximately 46 km2
surface area. The Fjord is a part of bigger WFD catchments area with dominated agriculture area and small
forest, wetlands, lakes, and urban
/media/loftslag/Group2-report.pdf
Appendix – near-field constraint ........................................................................................ 35
III Appendix – PGV and PGA versus distance for all events ................................................. 36
List of figures
Figure 1. Map of SW Iceland showing the epicenters of 46 earthquakes used in the study.. 10
Figure 2. CMT-moment magnitude estimates vs
/media/vedurstofan/utgafa/skyrslur/2009/VI_2009_012.pdf
towards the northern part of Vatnajökull.
Table 8 – Median 1M5 values (mm 24-h-1) for eleven hydropower catchments with and
without climate projections for the period 2080 – 2100.
Catchment
1M5 median value
mm 24-h-1
Original
RCP 2.6 RCP 8.5
10% 50% 90% 10% 50% 90%
Blönduvirkjun 48 41 49 58 42 50 61
Búðarháls 46 40 47 56 40 48 59
Hágöngulón 63 55 65 76 55 66 81
Hálslón 85 75 88 104
/media/vedurstofan-utgafa-2022/VI_2022_006_extreme.pdf
M
(171FT
)
FRE
Q
UENCIE
S
(PE
R
CENT
)
O
F
OCCU
R
RENC
E
O
F
CONCURREN
T
WIN
D
DIRECTIO
N
(I
N
30
0
SEC
T
ORS
)
AN
D
SPEE
D
(I
N
KN
O
TS
)
WITHI
N
SPECIFIE
D
RANGE
S
ANN
U
A
L
WIN
D
WIN
D
SPEE
D
(KT)
)
DIRECTIO
N
CAL
M
1–
5
6–1
0
11–1
5
16–2
0
21–2
5
26–3
0
31–3
5
36–4
0
41–4
5
46–5
0
>5
0
T
O
T
A
L
V
ARIABL
E
0
0
0
0
0
0
0
0
0
0
0
0
0
35-36-0
1
3
2
3
3
2
1
1
0
0
0
0
0
14
02-03-0
4
0
2
4
4
3
1
0
0
/media/vedur/aerodrome_summaries_20140603.pdf
Construction
• Using the same method we can estimate
what the reduction in damages would have
been if the best construction practices were
in place in all homes.
• Potential damage reduction, based on this
method, would have been as much as $46
million or 25% less than the permit value of
$182 million
Potential Economic Impact of
Better Construction
• Another useful comparison is to look
/media/loftslag/FMI_-_Disaster_Mitigation.pdf