Patterns in seismology and palaeoseismology, and their application in long-term hazard assessments - the Swedish case in view of nuclear waste management
First publication of this report in Pattern Recognition in Physics (PRP)
Pattern Recogn. Phys., 1, 75–89, 2013 www.pattern-recogn-phys.net/1/75/2013/ doi:10.5194/prp-1-75-2013 ©Author(s) 2013. CC Attribution 3.0 License.
- N.-A. Mörner
- Paleogeophysics & Geodynamics, Rösundavägen 17, 13336 Saltsjöbaden, Sweden
- Correspondence to:
- N.-A. Mörner (morner AT pog.nu)
- Received: 12 May 2013 – Accepted: 1 July 2013 – Published: 24 July 2013
Seismic events are recorded by instruments, historical notes and observational criteria in geology and archaeology. Those records form a pattern of events. From these patterns, we may assess the future seismic hazard. The time window of a recorded pattern and its completeness set the frames of the assessments. Whilst instrumental records in seismology only cover decades up to a century, archaeoseismology covers thousands of years and palaeoseismology tens of thousands of years. In Sweden, covered by ice during the Last Ice Age, the palaeoseismic data cover some 13 000 yr. The nuclear industries in Sweden and Finland claim that the high-level nuclear waste can be buried in the bedrock under full safety for, at least, 100 000 yr. It seems hard, if on the whole possible, to make such assessments from the short periods of pattern recognition in seismology (< 100 yr) and palaeoseismology (∼ 13 000 yr). All assessments seem to become meaningless, maybe even misleading. In this situation, we must restrict ourselves from making too optimistic an assessment. As some sort of minimum level of the seismic hazard, one may multiply the recorded seismic hazard over the past 10 000 yr by 10, in order to cover the required minimum time of isolation of the toxic waste from the biosphere of 100 000 yr.
In China, we have a historical documentation of seismic events for the last 4250 yr (Wang, 1987; Mörner, 1989). This is, of course, quite unique. In most other areas, we have fragments recorded over a few hundred years, or so. The recording by permanent instruments (seismographs) began at the end of the 19th century. This means that instrumental records are limited to the last half-century to the last century.
The seismic destruction of monuments (i.e. archaeoseismology) goes back a few thousands of years (e.g. Sintubin, 2011; Stiros and Jones, 1996). Sometimes, mythology may provide information of past seismic events (Piccardi and Masse, 2007).
Palaeoseismology (or earthquake geology) refers to seismic effects as recorded in geology (McCalpin, 2009; Mörner, 2003; Reicherter et al., 2009; Silva et al., 2011). This implies that the records may date to any part of the geological time. With respect to seismic hazard assessment, we must, however, focus on the continual records of the Late Quaternary, especially the Holocene (e.g. Rockwell, 2010).
When we make seismic hazard assessments, there must be some sort of relation between the time frame of observation and the time frame of extrapolation. Seismology is good for assessment of the hazard of the near future – i.e. decades up to a century. When we are forced to make assessments for a longer time period, we have to rely on palaeoseismology (Fig. 1).
In the case of nuclear waste handling, the time span needed to be covered by seismic hazard assessment increases to the immense period of 100 000 yr or more (Mörner, 2012a). The question is whether we, by this, have not extended our predictions "in absurdum" (Mörner, 2001). The present paper will address this question. IAEA (2010) has tried to establish criteria and recommendations for seismic hazard assessment in association with nuclear power installations. The focus is on the installation of nuclear power plants. It seems relevant that they firmly state that the assessment must be based on "the use to the greatest possible extent of the information collected" ("available", I would add, in this case, when the nuclear power industries take the liberty to discriminate among available observational facts), and "in accordance with the nature and complexity of the seismotectonic environment" (in this case Fennoscandia). Furthermore, they state the following:
- The size of the relevant region may vary, depending on the geological and tectonic setting, and its shape may be asymmetric in order to include distant significant seismic sources of earthquakes. Its radial extent is typically 300 km. In intra-plate regions, and in the particular case of investigations into the potential for tsunamis, the investigations may need to consider seismic sources at very great distances from the site.
Results and records
In this paper we will address the situation in Sweden, because it is in Sweden and Finland (and only in those two countries) where the nuclear industry has claimed that they have a method of final deposition of the high-level waste in the bedrock that will stay intact for "at least, 100 000 years" (as claimed in Sweden) or "for 1 million years" (as claimed in Finland).
This calls for seismic hazard assessments. Because of the immense time period, we cannot apply normal means of assessment, however (Mörner, 2001, 2012c). The "methods" used are the following:
- Claiming what you want to claim without backing it up by observational records. Basically this is what the nuclear industry is doing.
- Analysing the present seismic records (in Sweden, the nuclear industry selected the time window 1951–1976) and making straight-line extrapolations into the distant future (KBS, 1983; La Pointe et al., 2000).
- Analysing the palaeoseismic records over the last 13 000 yr and multiplying the records for the time period of 100 000 yr (Mörner, 2003, 2011, 2012a).
- Substituting observations for computer modelling of the changes in stress and strain in the bedrock (Lambeck, 2005; Lund et al., 2009).
- Claiming that we cannot undertake serious and meaningful assessments over such time periods (Mörner, 2001).
Claiming what you want
In the absence of adequate background data for a serious seismic hazard assessment, it may be tempting to give up, and simply claim what you want to claim. Having started nuclear power without first having solved the handling of the high-level nuclear waste puts an "a posteriori" pressure of "solving" the waste management. One way out of the dilemma was simply to claim that "all works well" and "the waste can be stored under full safety for 100 000 yr" (KBS, 1983; SKB, 2011; Posiva, 2012). This is to substitute science for hope.
Using seismological records
Sweden has an excellent seismological record from the beginning of the 19th century (Båth, 1978). Both Sweden and Finland have low to moderately low seismic activity today, whilst it at the time of deglaciation some 10 000 yr ago was high to very high (Mörner, 1985, 2003, 2011). A seismologic pattern of events achieved from a time window as short as decades can never provide meaningful seismic hazard assessments for longer-term time periods (as illustrated in Fig. 1). Still, this has been done both in Sweden and Finland.
KBS (1983) analysed a 25 yr period (1951–1976) and made predictions for the next 105 –106 yr. This is, of course, to violate the rules of serious hazard assessments. Still, this is what was done. Worse was that it came to form the illusive idea that seismic activity will not pose any problem for a safe deposition in the bedrock for, at least, 100 000 yr (SKB, 2011). In Finland, similar views were expressed (e.g. Posiva, 2012), and they even claimed that the safety would last for 1 million years (STUK, 2011).
Assessing their methodology, the present author extrapolated their seismic activity line backwards (Mörner, 1995) and noted that there was a major change in the level of energy release some 50 yr back in time and the occurrence of high-magnitude palaeoseismic events some 10 000 yr ago (Fig. 2). Furthermore, in the mid-1980s, a high number of events occurred which violated the extrapolation applied by KBS (1983). This should, of course, have invalidated the methodology applied by the nuclear power industries in Sweden and Finland.
The Swedish nuclear industry (SKB, 2011) still relies on the extrapolation of present-day seismic activity (La Pointe et al., 2000), which, they claim, can as a maximum only generate 1 magnitude 6 (M6) event in 100 000 yr (or 1 M7 event in 1 million years) in the region of the proposed nuclear waste repository at Forsmark. This is strongly contradicted by our observational facts covering the last 13 000 yr (Mörner, 2003, 2011).
Using the palaeoseismic records
With the introduction of palaeoseismological studies in Sweden, it became evident that the seismic activity had changed considerably back in time (e.g. Mörner, 1985, 1991, 2003, 2011; Mörner et al., 2000), primarily as a function of the very high rates of glacial isostatic uplift at the time of deglaciation some 10 000 yr ago. The uplift of Fennoscandia has the form of a somewhat skewed cone (Fig. 3) with a maximum uplift of 800 m in 13 000 yr. This means very high vertical rates of uplift, which exceed the maximum horizontal plate motions by a factor of ten. At the same time, the horizontal extensional forces in the radial and tangential directions are high, giving strain rates up to two ten potencies higher than today. Therefore, it is not surprising that Fennoscandia, at the time of deglaciation, was a highly seismic area (Fig. 4), despite the fact that it represents an intra-plate shield area.
The "seismic landscape" of Fennoscandia at the time of deglaciation is characterized by frequent high-magnitude palaeoseismic events (Figs. 4–5, Table 2, Appendix A). Mörner (2011) recorded 7 high-magnitude events during 102 yr from varve year 10 490 to 10 388 BP. Several events must have reached a magnitude of 8 to > 8 (Mörner, 2011). Active faults occur all from northernmost to southernmost Sweden (Mörner, 2004). In northernmost Fennoscandia, there are a number of very large and long fault scarps denoting high-magnitude events (or repeated movements) – i.e. in Norway (Olesen, 1988; Dehls et al., 2000), Sweden (Lundqvist and Lagerbäck, 1976; Bäckblom and Stanford, 1989; Lagerbäck, 1990) and Finland (Kujansuu, 1964) as shown on the map of “active tectonics and postglacial palaeoseismics” (Mörner, 2004, Fig. 5)
|Methodology||Time unit||Maximum magnitude|
|Seismology||last 100 yr||< 4.8|
|Historical data||last 600 yr||< 5.5|
|Late Holocene PS||last 5000 yr||>> 6 to ∼ 7|
|Deglacial phase PS||9–11 000 yr BP||>> 8|
In palaeoseismology, we study both primary structures (i.e. faults and fractures in direct association to the epicentre) and secondary effects from the ground shaking (i.e. rock and sediment slides, sediment deformations, liquefaction, tsunami events, turbidites, magnetic grain rotation, etc.). By means of different established criteria (Wells and Coppersmith, 1994; Reicherter et al., 2009; Silva et al., 2011), we may assess seismic intensity and magnitude. A key factor is dating. The varve chronology in Sweden offers an exceptional means of dating seismic events to one single varve year, in a few cases even to the season of a year (Mörner, 2003, 2011, 2013a).
With increasing time units, the maximum earthquake magnitude increases dramatically from below 4.8 to well above 8 (Table 1). This implies that we can only achieve a meaningful long-term hazard assessment if the palaeoseismic records (PS) of past earthquakes are included.
|∼ 30 000||2||1||-||-||3|
|12 000–13 000||-||1||-||1||2|
|11 000–12 000||-||-||2||-||2|
|10 000–11 000||-||11||2||2||15|
|Events in total:||8||35||12||7||62|
Pattern recorded in Swedish palaeoseismic events
The main catalogue of palaeoseismic events in Sweden (Mörner, 2003, p. 301–308) used to include 52 separate events. A few additional events have been added (e.g. Mörner, 2008) and today the catalogue includes a total of 62 events (Appendix A). Their temporal distribution is given in Fig. 5. There is a clear maximum at the period of maximum glacial isostatic uplift (Fig. 4).
In five areas, it was possible to establish recurrence diagrams (Fig. 5; cf. Mörner, 2003, p. 310). In four of these areas (the Mälardalen–Stockholm region, the Forsmark region, the Hudiksvall region and the Umeå region), there is a clear effect of the isostatic uplift, generating high-frequency events during the early deglacial phase. In the Stockholm region seven events were recorded and dated by varves during a period of 102 yr (Mörner, 2011). This implies very high seismic activity. Also the magnitudes were exceptionally high with events even exceeding M8 (Table 1; Mörner, 2003, 2012). Adams (2005) showed that the distribution of events followed the international relations established by Wells and Coppersmith (1994).
Mode of recording
Because of the land uplift, former sea beds and sea bed sediments are now exposed on land where much more detailed investigations can be applied than in a shelf position (Mörner, 2009a). Thanks to this, it was possible to combine multiple criteria in the identification of individual palaeoseismic events (Mörner, 2003, 2011). Furthermore, the glacial clay and silt is annually varved allowing for dating with an annual time resolution (Mörner, 2013a).
In the autumn of varve 10 430 vBP (∼ 10 000 cBP), a very strong seismic event occurred in the Stockholm and Mälardalen Valley (Mörner, 2003, 2008, 2011). It is recorded by multiple different methods and closely dated at one single varve, and even to the autumn sequence of this varve (Mörner, 2003, 2013a). A combined picture is given in Fig. 6 (missing here, see pdf), which allow us to assign an intensity of XII and magnitude of > 8 (Mörner, 2011).
Another palaeoseismic mega-event occurred in varve 9663 vBP (9150 C14 yr BP). It is documented in a similar way by multiple methods (Mörner et al., 2000; Mörner, 2003, 2008, 2011, 2013a; Mörner and Dawson, 2011). The intensity is estimated at XII and the magnitude at > 8. The characteristics are given in Fig. 7 (missing here, see pdf). It represents one of the most well recorded palaeoseismic events in the world.
Even in the Late Holocene, when the main glacial isostatic uplift was virtually over, there are events recorded by multiple methods indicating an intensity of X and a magnitude of 7 (Mörner, 2009b, 2011). This is important as it increases the seismic hazard from the present-day maximum of M4.8 to M7 (Table 1; cf. Fig. 2).
The total number of palaeoseismic events recorded today is 62. Their temporal distribution is as follows: 3 events at around 30 000 BP, 38 events during the deglacial period 13 000–8000 BP (i.e. 61 %), and 21 events in the last 8000 yr with 13 in the last 5000 yr. Their magnitude distribution is given in Table 2.
In a temporal context, this implies that the maximum magnitudes recorded grow from 4.8 by recent instrumental cover in the following manner back in time: after 109 yr a M5.4 event is observed and recorded, after about 900 yr the first M ∼ 7 event is recorded by palaeoseismology, after 6100 yr the first M8 event occurs, and in the period 9000–11 000 BP several high-magnitude events are recorded indicating that Sweden by then was a highly seismic region due to the exceptionally high rates of uplift (Mörner, 1991, 2003, 2011).
This is the database (Table 2, Fig. 5, Appendix A) upon which we have to base our estimates on future seismic hazards. The seismological database is far to short and non-representative to be used for long-term predictions (as illustrated in Fig. 2).
Combination with explosive methane venting tectonics
Methane occurs in nature in the form of gas or, in sediments and bedrock, in the form of ice (methane hydrate or clathrate). The volumetric relation between the ice and gas phases is 1 : 168, which implies a very large expansion when ice transform into gas. The transition is phase-boundary controlled by temperature and pressure (Mörner, 2011, Fig. 12).
During periods of permafrost, the geothermal gradient is strongly deformed towards colder conditions allowing for methane ice to be formed higher up in the bedrock. During ice ages, the vertical pressure is strongly deformed and methane ice may be formed all the way up to the surface wherever there are voids.
During the postglacial period after an ice age, temperature increases and pressure decreases due to land uplift. Both these processes will affect the stability of an accumulation in the bedrock of methane ice. The ice/gas transition is instantaneous. Consequently, the chances are high that this process will lead to an explosive venting of methane gas (Fig. 8).
This is precisely what we have found in our studies in Sweden (Mörner, 2003, 2011; Mörner and Sjöberg, 2011). The seepage of methane gas through the varved clay left spots of precipitated carbonate (isotopically linked to the deglaciation) and ending in the varve at the sea floor of the 9663 vBP palaeoseismic event (Mörner, 2003, p. 289–294), hence linking this palaeoseismic event (Fig. 7 - missing here, see pdf) to a simultaneous transformation of methane ice stored in the bedrock into gas seeping to the sea floor surface. This gas seepage is recorded in numerous cores and sited over a distance of 200 km from Hudiksvall to Uppsala (Mörner, 2003).
In association with the 9663 vBP event, there are, besides the seismotectonic effects, also records of severe deformation due to explosive methane venting. This is especially clear in the case of the Boda Cave (an old bedrock hill now fractured into a big field of fractured blocks with 2600 m cave passages in the subsurface). The surface and subsurface are fractured into big blocks, indicating an initial phase of extension followed by a period of contraction (falling back). This deformation is organized around 12 separate centra (Mörner, 2003). We believe that these centra represent centra of methane venting.
The 9663 vBP earthquake was a very strong event with a magnitude > 8 (Fig. 7; Mörner, 2011 - missing here, see pdf). The bedrock is deformed over an area with a radius of 50 km from the epicentre. Out of numerous sites (maybe on the border of 100), we studied 49 sites in great details. The most extensive deformation occurs at the Boda Cave. This site is located 12.5 km to the west of the epicentre. At the time of deformation, the site was located about 200 m below sea level. The mode of deformation seems to be a combination of seismic wave deformation and methane gas venting (Mörner, 2003). This is illustrated in Fig. 9.
Because the ice/gas phase boundary is sensitively controlled by pressure, the seismic wave may trigger a transition from ice to gas (Fig. 9). At the 9663 vBP event, there are 3 sites which we have interpreted as primarily deformed by methane venting tectonics. Because the bedrock deformation covers such great distances away from the epicentre, there may in fact be more localities affected by this mechanism (though this cannot be demonstrated).
There are two cases of violent methane venting tectonics dated at the Late Holocene. It remains unknown whether these events were triggered by the postglacial changes in temperature and isostatic pressure, or were triggered by earthquakes. One occured 2900 BP just north of Hudiksvall and set up a tsunami wave of 20 m height (Mörner, 2003, 2011, 2013a; Mörner and Dawson, 2011). The other site is located just south of Stockholm and seems to have occurred about 4000 yr ago (Mörner and Sjöberg, 2011). In both cases huge blocks were thrown up vertically, now resting on the top of a cone of fractured bedrock blocks.
Modelling the stress variations due to the glacial loading history of the Fennoscandian shield (Lambeck, 2005) may be a useful tool for assessing the fracturing with depth (Lund et al., 2009), despite the fact that the model is based on a number of assumptions and uncertainties in the input loading history. As a means of assessing seismic hazard, it is a very blunt tool, however. Therefore, it may not be surprising that it fails in reproducing observed palaeoseismic events (Mörner, 2011, 2012).
Adams (2005) noted that the validity of the loading model (Lambeck, 2005) required that no earthquakes had occurred during the period of ice cover (∼ 70–15 ka). Therefore, it is of great significance that there are records of palaeoseismic activity from around 30 000 BP at 4 sites in Sweden (Fig. 10), a major fault in Norway (Feyling-Hanssen, 1966) and several sites in the peri-Baltic region (Bitinas and Lazauskiene, 2011). Furthermore, Löfvendahl and Holm (1981) dated the precipitation of uranium in a large number of fractures to the period of the Last Ice Age, with 6 sites dated at the interval 22–40 ka BP.
Consequently, the period of ice cover seems not so seismically calm (Fig. 10) as the model presupposes. This sheds serious doubts on the application of the computer modelling (Lambeck, 2005; Lund et al., 2009; Stephansson et al., 2012).
Exceeding our present possibilities
The time periods involved (100 000 yr in Sweden and 1 million years in Finland) are so immense and incomprehensible that meaningful prediction may certainly be questioned. We may, therefore, talk about predictions "in absurdum" (Mörner, 2001).
The seismic pattern recognized by palaeoseismology (Fig. 1) may successfully provide a seismic hazard assessment for a time period into the future of the same time dimension up, maybe, a couple of doublings (cf. below).
To begin with, we can safely conclude that the present seismological database (Sect. 2.2) is far too short to be used for long-term predictions (Fig. 1) in view of the long-term safety of high-level nuclear waste storage in the bedrock. This becomes evident when the palaeoseismic data are included (Table 1, Figs. 2 and 5, Appendix A). Long-term stress and strain modelling (Sect. 2.4) includes a number of assumptions. All modelling undertaken up to today (e.g. Lambeck and Purcell, 2003; Lambeck, 2005; Lund et al., 2009) fails to reconstruct the palaeoseismic patterns recorded in Sweden and Finland (Mörner, 2003, 2011, 2012). Furthermore, the absence of earthquakes during the period of ice cover required for the applicability of the methodology is violated by observations as illustrated in Fig. 10.
The palaeoseismic database is the only method which can produce patterns of events (i.e. location, magnitude and recurrence frequency) that may allow long-term seismic hazard assessments. The database must be sufficiently complete, however. Such databases covering a very large number of events exist in California (Rockwell, 2010) and Sweden (Mörner, 2003, 2012).
The Swedish Paleoseismic Catalogue is constantly updated. At present it includes 62 events (Appendix A; Mörner, 2003, 2004, 2005, 2011, 2012). As a first, just approximate, way of assessing the seismic hazard of the next 100 000 yr (the minimum time requited for nuclear waste storage), we may simply multiply this database by ten (Table 3) for all the 59 events recorded after the ice retreat (1), for all events within a radius of 250 km (2) and for the events recorded in the direct vicinity of the repository proposed at Forsmark in Sweden (3) and at Olkiluoto in Finland (4). The records within the radius of 250 km (2) seem most relevant, as it fits well with the recommendation by IAEA (2010; cf. above): "The size of the relevant region . . . is typically 300 km".
|(1) All the 59 palaeoseismic events in Sweden after the Last Ice Age (Appendix A)|
|Magnitude||Number of events||10-fold increase|
|(2) Aall the 29 palaeoseismic events in the Stockholm–N. Uppland–Hudiksvall area (Fig. 5) plus (+) the 5–6 events on the Finnish side (Fig. 11) within a radius of 250 km from the proposed repository at Forsmark|
|7-8||3 + 2||50|
|6-7||17 + 2||190|
|< 6||5 + 2||70|
|(3) Only the 5 (or 6) palaeoseismic events in the direct vicinity of Forsmark|
|(4) Only the 5 palaeoseismic events in the direct vicinity of Olkiluoto|
This, of course, only gives a hint of the seismic hazard of the next 100 000 yr in Sweden and hence the risks associated with the proposed high-level storage of nuclear waste proposed to occur at Forsmark in Sweden and at Olkilouto in Finland. Many additional effects have to be considered, viz. the linkage to glaciations (Figs. 4–5) and the linkage to methane venting tectonics (Fig. 9).
Table 1 shows that there is a very clear increase in the maximum magnitudes back in time. A significant part of this increase is due to the exceptionally high seismicity linked to the deglaciation phase with very strong rates of uplift and rapid extension in the vertical, radial-horizontal and tangential-horizontal dimensions.
During the last 5000 yr (when the uplift was not significantly higher than today) there were 13 events, several of which reached magnitude 7. The first magnitude 8 event is recorded at 6100 BP. For the last 8000 yr, there are 21 events recorded (Table 2). This database can be used for the evaluation of the seismic hazards during the non-glacial intervals of the next 100 000 yr, with the database of the 13 000 to 9000 BP period (Table 2) added for the periods of future deglaciation. At the same time, however, the present database is likely to expand with time, as there are numerous potential events which have not reached the catalogue because further studies and dating remain to be carried out.
Methane venting tectonics (Fig. 9, Sect. 2.3.3) is a novel process, first proposed by Björklund (1990; cf. Sjöberg, 1994) and later documented by us (Mörner, 2003, 2011; Mörner and Sjöberg, 2011). The significance for hazard assessments is that it adds an additional consequence of earthquake events, which may significantly increase the bedrock fracturing in horizontal as well as vertical dimensions. Whilst the nuclear power industry claims (Bäckholm and Munier, 2002) that the bedrock fracturing is restricted to a few centimetres of displacement only 50–100 m along regional fracture zones, we observe severe deformation on the order of many decimetres up to metres at distances of 10 to 50 km from the epicentres (Mörner, 2003, 2011).
Another factor is the spatial distribution of events in relation to the proposed location of nuclear waste storage. As a matter of fact, the region around the Bothnian Sea (where the proposed closed bedrock storages in Sweden and Finland are planned to be located) constitutes a highly seismic region (Fig. 11).
Assessing the seismic hazard for 100 000 yr
The above analysis (Sect. 2.2, e.g. Fig. 2) indicates that the available seismic database is useless as a base for long-term assessments. Loading modelling (Sect. 2.4) also does not seem to be a meaningful way forward in assessing the risks – not least because some of the basic assumptions have turned out to be wrong (Fig. 10).
The only way forward goes via the analysis of the palaeoseismic database. The Swedish database is extensive (Mörner, 2003, 2005, 2009b, 2011, 2013a). We may consider the entire database (Table 2) or divide it up in dynamic segments: a deglacial phase 13 000–8500 BP, a transitional phase 8500–5500 BP and a postglacial phase 5000–0 BP. The analyses may also be confined to the near field of the repositories (Fig. 11). These are practical matters that will provide somewhat different results. Whatever methodology we apply, the seismic hazard assessment will provide magnitudes and frequencies that by far exceed the values given by the nuclear power authorities (SKB, 2011; Posiva, 2012).
In theory, we begin with the database available and, by different means and methods, extend it into the future. To extend the database into the future over a time period as long as the database itself seems correct and straightforward. Each time doubling thereafter will decrease the validity – by how much, we may argue. But it is likely to deteriorate with time from "reliable" to "uncertain", and perhaps even to "meaningless" and, still worse, to "misleading" (if so the predictions are certainly carried "in absurdum"; Mörner, 2001). This is illustrated in Fig. 12.
To make hazard assessments over such an immense time period as 100 000 yr is basically absurd. In the best cases, we may be limited to hints about what actually may be the case. For safety reasons, it might be wiser simply to multiply the existing database into the future as illustrated in Fig. 12. In this case, we would obtain a likely seismicity of such a high frequency and such high magnitudes (Table 3) that no safety – rather the opposite – would seem to apply for the high-level nuclear waste repositories proposed at Forsmark in Sweden and at Olkiluoto in Finland (both proposing a closed storage 400–500 m down in the bedrock).
As geologists, we might prefer to stay out of such hazardous predictions. This, however, would be to leave the field open for any kind of speculative evaluations (Sects. 2.2, 2.4 and 2.5). We therefore seem forced to do what we can, and that is not better than the mode of forecasting illustrated in Fig. 12.
In Fig. 13, I have applied the same method used by La Pointe et al. (2000) to transfer present-day seismic data over a 100 000 yr period to our Swedish palaeoseismic database (Appendix A). The SKB assessment, based solely on a far too short seismological time series, can surely be discarded as directly misleading (cf. Fig. 2). The assessment based on palaeoseismic observations is much better (cf. Fig. 12). Still, the uncertainties are so large that it seems rather to provide only a hint of possible seismicity over the future 100 000 yr.
Assessing the problem of uncertainties involved in Fig. 13, one may simply extend the width of the blue and yellow boxes to the line of 1 event in 100 000 yr (Mörner, 2012b). Doing so, the seismological data would provide a range from 5.5 to 7.2 (in significant contrast to the 1 M6 scenario of SKB), and the yellow box a range from 7.3 to 10.0 (where 9.5 may be held as a theoretical maximum). The green line in Fig. 13 gives some sort of mean value of the palaeoseismic database, and this is probably the best, though still quite approximate, seismic hazard assessment we can do today for the region with a radius of 250 km around the Forsmark site (also applicable for the Olkiluoto site).
Storage of high-level nuclear waste in the bedrock has forced us to attempt to make seismic hazard assessments for a time period of, at least, 100 000 yr. This almost impossible task is something that must be handled on the basis of an extensive palaeoseismic database.
The following conclusions are drawn:
- The nuclear industries (SKB in Sweden and Posiva in Finland) make far too optimistic statements on the long-term seismicity, primarily based on current seismic data and in general ignoring available palaeoseismic data.
- The seismic database is far too short to be applicable in longer-term hazard assessments. Furthermore the events are not representative of long-term frequency and magnitude (Table 1, Fig. 2).
- Loading modelling seems far too crude for serious hazard assessments. Furthermore, it is seriously contradicted in basic assumptions (Fig. 10) and in the fact that it fails to produce the observed events in deglacial and postglacial times (Table 2).
- The only meaningful hazard assessments must be based on available palaeoseismic data. We may do this in different ways, viz. by transferring the entire database into the future (Table 3, Fig. 13), by dividing it up in deglacial and postglacial time segments (cf. Table 2), or by confining the analysis to the site-specific cases (Fig. 11). The results will differ, but the main answer is clear (Fig. 13): there will be far too many and far too strong events in the future to allow for a statement that a closed repository in the bedrock of KBS-3 type (the concept proposed for the repositories in Sweden and Finland) will stay intact over the required time period of at least 100 000 yr. The opposite seems rather to be the case: no safe deposition.
The only outcome of this "dead-end situation" seems to be a switch to a different methodology. We have previously proposed a dry rock deposition where the waste remains accessible, controllable, re-usable, destructible and movable (Mörner, 2001, 2013b; Cronhjort and Mörner, 2004).
- Edited by: S.-A. Ouadfeul
- Reviewed by: two anonymous referees
Paleoseismic Catalogue of Sweden II
|Age of event||Region||Ref.||Area affected||Criteria||Magn.|
|∼ 30 000 cBP||Gothenburg||1||regional||LF, SL||>6|
|∼ 30 000 cBP||Glumslöv||1||local–regional||LF||> 5–6|
|∼ 30 000 cBP||Förslövsholm||1||local–regional||LF||> 5–6|
|12 400 cBP||South Sweden||2||300 × 400 km||SL, T, T, PM||>> 8|
|∼ 12 000 cBP||Oskarshamn||2||local–regional||PF, RD, QM||6–7|
|11 600 cBP||Halland||2||> 125 × 50 km||LF, SD, TS, SL, QM||>7|
|11 250 cBP||Halland||2||> 100 × 50 km||SD, SL, LF, TS||∼7|
|< 10 700 cBP||Halland||2||local||SD, SL, LF||>6|
|< 10 560 vBP||Södermanland||2||local–regional||PF||>6|
|< 10 550 vBP||Södermanland||2||regional||LF||>7|
|< 10 550 vBP||Södernamland||2||regional||LF||6–7|
|10 490 vBP||Stockholm||2||local–regional||VD||6–7|
|10 469 vBP||Mälardalen||2||> 80 × 20 km||RD, SD, VD, LF, QM||6–7− > 7|
|10 447 vBP||Stockholm||2||local–regional||RD, VD, QM||6–7|
|aut 10 430 vBP||Mälardalen||2, 3||> 320 × 100 km||PF, RD, SL, LF, VD, TS, T, QM, PM||>> 8|
|10 410 vBP||Mälardalen||2, 3||local–regional||RD, SD, VD, T,||6–7|
|∼ 10 400 vBP||Mälardalen||2, 3||regional||SD, LF, VD||6–7|
|10 388 vBP||Mälardalen||3, 4||regional||SD, VD, LF, TS||∼ 8− > 8|
|∼ 9850 cBP||Bohuslän||2||local–regional||PM||>6|
|∼ 10 150 vBP||Uppland-1||2||regional||RD, T||∼7|
|9600 cBP||Billingen||2||local–regional||SL, LF, PM||>6|
|10 000 vBP||Uppland-2||2, 4||regional||RD, SD, VD, LF, PM||∼7|
|10 000 vBP||Uppland-2b||12||local||RD, SD||∼6|
|9800 vBP||Hudiksvall-1||2||local–regional||RD, VD||>6|
|9813 vBP||Bothnian Sea||2||regional||VD, QM, MV||6–7|
|9663 vBP||Hudiksvall-2||2||100 × 50 km||PF, RD, SL, LF, TS, VD, T, MV, MVT, QM||∼ 8− > 8|
|9652 vBP||Hudiksvall-3||2||local||SD, LF, VD||5–6|
|9428 vBP||Umåe area-1||2, 4||regional||RD, SD, SL, LF, VD, T, TS?, PM||>7|
|∼ 9400 vBP||Höga Kusten||2||local–regional||RD||6–7|
|9293 vBP||Umeå area-2||2, 4||regional||PF, SD, SL, LF, VD||>7|
|9239 vBP||Jämtland||2||regional||VD, T, LF?||> 6?|
|∼ 9200 vBP||Skellefteå area||5||regional||PF, SL||7− > 7|
|9170 vBP||Umeå area-3||4||regional||PF||>7|
|∼ 9150 vBP||Lansjärv, Norrb.||6||regional||PF||>8|
|∼ 9100 vBP||Lainio, Norrbot.||5||local–regional||PF||∼7|
|∼ 9100 vBP||Lansjärv, Norrb.||5||regional||PF||>8|
|∼ 9000 cBP||Halland||2||local||SL||>5|
|∼ 8500 vBP||Storuman area||5||local||RD?, SD?||6–7|
|8600 cBP||Sörmland||2||regional||SL, LF, TS||6–7|
|∼ 8000 cBP||Hudiksvall-5||2||regional||PF, RD, SL, LF||>7|
|∼ 8000 cBP||Uppland-4||4, 1||regional||TS||5–6|
|∼ 7800 cBP||Åker-Turinge||2||local–regional||SL, LF, T, QM,||6–7|
|∼ 7700 cBP||Bjäre Peninsula||2||local–regional||LF||6–7|
|∼ 7500 cBP||Hudiksvall-6||2||regional||PF, RD||>6|
|∼ 7500 cBP||Halland||2||local||SL, LF||> 5–6|
|∼ 7000 cBP||Bjäre Peninsula||2||local–regional||LF||>6|
|6680 vBP||Umeå area-4||4||> 100 km||RD, SL||>> 7|
|∼ 6100 cBP||Hudiksvall-7||2||> 100 × 10 km||LF, TS||>8|
|∼ 5700 cBP||Billingen area||2||regional||SD, SL, LF||∼7|
|∼ 4800 cBP||Bjäre Peninsula||2, 7||local–regional||PF, RD, SL, LF||∼7|
|4300 cBP||Umeå area-5||2, 4||local–regional||SD, LF, TS||6–7|
|∼ 4000 cBP||Sörmland||2||local||SL, TS||∼6|
|?∼ 4000 cBP||Södertörn||8||local||MVT||6–7|
|∼ 3500 cBP||Bjäre Peninsula||2, 7||local–regional||PF, SL||∼7|
|∼ 3300 cBP||Sörmland||7||local||SL||∼6|
|∼ 3250 cBP||Mälardalen||2, 7||local||PF, RD, SL, LF, TS, QM||∼7|
|∼ 2900 cBP||Forsmakr||7||regional||TS, T||6–7|
|∼ 2900 cBP||Brantevik||9||local–regional||RD||∼ 6− > 6|
|∼ 2000 cBP||Hudiksvall||7, 10||local–regional||MVT, TS||7|
|∼ 2000 cBP||Bjäre Peninsula||2, 7||local||SL, LF||∼6|
|∼ 1300 cBP||Bjäre Peninsula||2||local||SL||>5|
|∼ 900 cBP||Bjäre Peninsula||2, 7||local–regional||PF, SL, TS||∼7|
|and a few “historical events” outside the main catalogue added for comparison:|
|1497 AD||Vänern area||local||4.8|
|∼ 1750 AD||Bohuslän||local||∼ 5?|
|1759 AD||off Bohuslän||local||5.3|
|1782 AD||Liden area||2||local||SL, LF, TS||> 5.5|
|Ref.: 1 Mörner (Fig. 10; 2013c); 2 Mörner (2003); 3 Mörner (2011); 4 Mörner (2008); 5 Lagerbäck (1990); 6 Lundqvist and Lagerbäck (1976); 7 Mörner (2009); 8 Mörner and Sjöberg (2011); 9 Mörner (2012); 10 Mörner and Dawson (2011); 11 Mörner and Sun (2008); 12 Lagerbäck et al. (2005).|
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