Jökull


Jökull - 01.01.2001, Page 91

Jökull - 01.01.2001, Page 91
Accidents and economic damage due to snow avalanches and landslides in Iceland THE TOTAL COST DUE TO AVALANCHES AND LANDSLIDES Based on the above estimates, it is found that the total direct and operational loss due to avalanche accidents in Iceland following the accident in Neskaupstaður in 1974, together with the cost of purchasing build- ings and the construction cost of defence structures, is about 5.8 billion IKR (72 million USD). This includes the cost associated with the relocation of Súðavík, the purchasing of houses in Hnífsdalur, the cost of de- fence structures for Flateyri and Siglufjörður, and the estimated cost of the structures which are under con- struction in Neskaupstaður. About 3.3 billion IKR (41 million USD) of the total is direct economic loss due to avalanches and landslides, whereas the cost of de- fence structures and the cost of relocation in endan- gered areas amounts to about 2.5 billion IKR (31 mil- lion USD). Unaccounted costs may be roughly esti- mated as an additional 500 million IKR (6.2 million USD). When the hypothetical cost of the 69 fatal avalanche and landslide accidents in Iceland in the last 26 years as estimated above is added to the economic loss and the cost of avalanche protection measures, the total cost of avalanches and landslides in Iceland during this period is found to be more than 13 billion IKR (162 million USD). AVALANCHE HAZARD AND ACCEPTABLE RISK Avalanche hazard zoning is the basis of most other work on improving avalanche safety, including local community planing and the design of avalanche pro- tection measures where settlements have already been located in dangerous areas. Some initial work was done on evaluating the avalanche hazard for settle- ments in Iceland after the Neskaupstaður accident in 1974 (see for example de Quervain, 1975), but this work did not lead to a fundamental change in the rules and regulations regarding avalanche safety in Iceland. It was not until after the accidents in 1995 that it was fully realised that a substantial number of people in several Icelandic towns and villages live in areas where avalanche risk is unacceptable. This realisation led to a strengthening of the avalanche work group at the Icelandic Meteorological Office (Magnússon, 1996, 1998, in press) and the office was given the re- sponsibility for avalanche hazard zoning in Iceland. In 1995 shortly after the catastrophic accident in Súðavík research into hazard zoning was strength- ened. A research project was started at the Univer- sity of Icelend to establish the statistical foundations af hazard zoning. The result of this effort was that it would be advantageous to delineate hazard zones based on individual risk. A technique for estimating the risk due to avalanches was also proposed (Jónas- son et al., 1999). The acceptable risk for individuals living in avalanche hazard areas was considered by avalanche professionals, government officials and the local au- thorities of the affected communities. Avalanche risk is non-voluntary and avalanche accidents have a high “risk aversion factor”. It is therefore desirable that avalanche risk in inhabited areas is significantly less than for example risk due to fatal traffic accidents or the total risk of death by accidents for children. This line of argument leads to an acceptable risk level due to avalanches on the order of 0.2 to 0.5 fatal accidents per year per 10 000 persons assuming that a risk aver- sions factor in the range 5 to 2 compared to traffic ac- cidents is adopted. Similar results can be obtained by considering the value of life discussed above (based on willingness to pay analysis) and finding a risk level that should be virtually negligible for most persons. A new regulation about hazard zoning and the use of hazard zones in Iceland was issued in 2000 (Ministry for the Environment, 2000). This regula- tion specifies three different hazard zones which are designated with the letters “A”, “B”, “C”. The zones are based on the concept of “local risk”, which is de- fined as the yearly risk of death faced by an individ- ual who stays all year round in an ordinary building at a specific location. The actual risk experienced by inhabitants of hazard areas depends on the proportion of time they stay in different types of buildings and on the additional safety provided by exceptionally strong buildings. This will typically be about 75% of the specified “local risk” for domestic houses and on the order of 40% of the specified “local risk” for commer- JÖKULL No. 50 91
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