Skip to main content
Log in

Combining landslide and contaminant risk: a preliminary assessment

A study of the Göta Älv river Valley, Sweden

  • INTERCOMPARTMENT • RESEARCH ARTICLE
  • Published:
Journal of Soils and Sediments Aims and scope Submit manuscript

Abstract

Background, aim, and scope

The aim of this paper is to highlight a not yet recognized hazard for mass failure (landslides) of contaminated soils into rivers and to provide an understanding of important interactions of such events. A first effort to investigate the problem is made focusing on the south eastern part of the Göta Älv river valley, in Sweden, by combining geographical information on potentially contaminated sites with slope stability levels on maps. The objectives of this study were to: (1) Review current Swedish risk assessment methodologies for contaminated areas and landslides, and analyze their capability to quantify the risk of contaminated areas being subject to landslides. (2) Investigate the presence of contaminated areas at landslide risk along the Göta Älv river valley. (3) Provide an overview of the national methods for landslide risk analysis and for environmental risk classification, followed by a comparison between the methods and the results from the superposition of the two methods for the study site. (4) Make a first attempt to conceptualize the release and transport mechanisms.

Materials and methods

Environmental risk assessment data of the study site was combined with data on slope stability levels. Conceptual issues of the release and transport scenario were identified and a first conceptual model was created.

Results

Of 31 potentially contaminated sites, eight had moderate to high probability for landslide, and of these eight sites, five were classified as having a high or very high environmental risk. These findings had not been revealed when the data had only been considered separately. The ‘actual’ risk could hence be even higher than the highest environmental risk class actually suggests. By visualizing results from the landslide risk analysis with the results from the environmental risk classification of contaminated sites, a better understanding of the potential hazard involved is obtained.

Discussion

The release mechanisms as a result of a landslide into surface water were conceptualized using two time scales: the instantaneous and the long-term release. It is clear that the Swedish method for landslide risk assessment and for environmental risk assessment of contaminated soil considers hazard events that are characterized by different time scales. The method for landslide risk assessment addresses events that are rapid (occurring over minutes) with instantaneous impact and consequences. Measurements are made within a short time after the event (days to months). The environmental risk assessment is done with respect to events that are slowly evolving (over years or decades) and any possible consequence materializes after a long period of time.

Conclusions

The combined data provided a more solid basis for decisions; however, inherent difficulties when combining data based on different methods were revealed. Separate assessment methodologies executed by different authorities may lead to incorrect assessments and inappropriate protective measures.

Recommendations and perspectives

The effects and the consequences of landslides in areas with contaminated soil need to be further investigated. The climate change expected to occur over the next hundred years will increase the probability of slope failures, such as landslides, in many parts of the world where the precipitation is predicted to increase (e.g., in Scandinavia). This will accentuate the need for methods and models to assess the impact of such events. In order to achieve established environmental quality objectives there is an urgent need for models and assessment principles (criteria) for contaminated areas that are at risk of experiencing slope failure. Knowledge of the governing processes that control the release and transport of substances under a variety of conditions, taking into account characteristic spatial and temporal scales, is required.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7

Similar content being viewed by others

Notes

  1. A quick clay is a clay that behaves like a liquid when it becomes disturbed

References

  • Alén C, Bengtsson P-E, Berggren B, Johansson L, Johansson Å (2000) Skredriskanalys i Göta älvdalen—Metodbeskrivning. SGI report 58. Swedish Geotechnical Institute

  • Apitz SE (2007) Conceptual frameworks to balance ecosystem and security goals. In: Linkov I, Wenning R, Kiker G (eds) Managing critical infrastructure risks. Springer, Dordrecht pp 137–161

  • Babut M, Oen A, Hollert H, Apitz SE, Heise S, White S (2007) Prioritization at river basin scale, risk assessment at site-specific scale: suggested approaches. In: Heise S (ed) Sustainable management of sediment resources: sediment risk management and communication. Elsevier, Amsterdam, pp 107–152

    Google Scholar 

  • Berggren B, Fallsvik J, Hintze S, Stille H (1991) Lerslänters stabilitetsförhållanden—Riskvärdering och beslutsteori—Förslag till metod för riskvärdering. SGI Varia 333. Swedish Geotechnical Institute

  • Chanson H (2007) The hydraulics of open channel flow: an introduction, 2nd edn. Elsevier, Amsterdam

    Google Scholar 

  • Conant B Jr, Cherry JA, Gillham RW (2004) A PCE groundwater plume discharging to a river: influence of the streambed and near-river zone on contaminant distributions. J Contam Hydrol 73(1–4):249–279

    Article  CAS  Google Scholar 

  • Folke C (2006) Resilience: the emergence of a perspective for social–ecological system analyses. Glob Environ Change 16:253–267

    Article  Google Scholar 

  • Föstner U (2001) Managing contaminated sediments. Part II: integrated process studies. J Soils Sediments 1(2):111–116

    Article  Google Scholar 

  • Fritz HM, Hager WH, Minor H-E (2003a) Landslide generated impulse waves. Exp Fluids 23(6):505–519

    Article  Google Scholar 

  • Fritz HM, Hager WH, Minor H-E (2003b) Landslide generated impulse waves. 2. Hydrodynamic impact craters. Exp Fluids 23(6):520–532

    Article  Google Scholar 

  • Fritz HM, Hager WH, Minor H-E (2004) Near field characteristic of landslide generated impulse waves. J Waterw Prot C-ASCE 130(6):287–302

    Google Scholar 

  • Gerbersdorf SU, Jancke T, Westrich B (2007) Sediment properties for assessing the erosion risk of contaminated riverine sites. J Soils Sediments 7(1):25–35

    Article  CAS  Google Scholar 

  • Henderson FM (1966) Open channel flow. Macmillan Series of Civil Engineering

  • Hilscherova K, Dusek L, Kubik V, Hofman J, Cupr P, Klánová J, Holoubek I (2007) Redistribution of organic pollutants in river sediments and alluvial soils related to major floods. J Soils Sediments 7(3):167–177

    Article  CAS  Google Scholar 

  • Hultén C, Olsson M, Rankka K, Svahn V, Odén K, Engdahl M (2005) Släntstabilitet i jord. Underlag för handlingsplan för att förutse och förebygga naturolyckor i Sverige vid förändrat klimgat. Deluppdrag 1. SGI Varia 560:1. Swedish Geotechnical Institute, Linköping

    Google Scholar 

  • Iadanza C, Napolitano F (2006) Sediment transport time series in the Tiber River. Phys Chem Earth 31:1212–1227

    Google Scholar 

  • Jonsson K (2003) Effect of hyporheic exchange on conservative and reactive solute transport in streams. Model assessments based on tracer tests. Dissertation. Uppsala University, Uppsala, Sweden

  • Juraschek M, Westrich B (1985) Flow transport capacity for suspended sediment. 21st Cong. Int. Assoc. Hydraulic Research. Melbourne

  • Kaufman MM, Rogers DT, Murray KS (2005) An empirical model for estimating remediation costs at contaminated sites. Water Air Soil Pollut 167:365–386

    Article  CAS  Google Scholar 

  • Klingberg F (2004) Communication. Swedish Geological Survey (SGU)

  • Larsson R, Ottosson E, Sällfors G (1994) Agnesbergsskredet. SGI report 44. Swedish Geotechnical Institute

  • Lawler DM, Petts GE, Foster IDL, Harper S (2006) Turbidity dynamics during spring storm events in an urban headwater river system: the Upper Tame, West Midlands, UK. Sci Total Environ 360(1–3):109–126

    CAS  Google Scholar 

  • Liu PL-F, Lynett P, Synolakis CE (2003) Analytical solutions for forced long waves on a sloping beach. J Fluid Mech 478:101–109

    Article  Google Scholar 

  • Liu PL-F, Wu T-R, Raichlen F, Synolakis CE, Borrero JC (2005) Runup and rundown generated by three-dimensional sliding masses. J Fluid Mech 536:107–144

    Article  Google Scholar 

  • Lynett P, Liu PL-F (2002) A numerical study of submarine-landslide-generated waves and run-up. Roy Soc 458:2885–2910

    Article  Google Scholar 

  • Lynett P, Liu PL-F (2004) A two-layer approach to wave modelling. Roy Soc 460:2637–2669

    Article  Google Scholar 

  • Länsstyrelsen Västra Götaland (2008) Swedish Administration Board of Västra Götaland, http://www.o.lst.se

  • Nilsson G, Bendz D, Ottosson E, Larson M (2004) Impact of landslides with contaminated soils into surface waters—a qualitative description. Nordic Geotechnical Meeting (NGM). Swedish Geotechnical Society, Ystad

    Google Scholar 

  • Pérez GP, García-Navarro P, Vásquez-Cendón ME (2006) One-dimensional model of shallow water surface waves generated by landslides. J Hydraul Eng 132(5):462–473

    Article  Google Scholar 

  • Picout C, Hingray B, Olivry JC (2001) Empirical and conceptual modelling of the suspended sediment dynamics in a large tropical African river: the Upper Niger river basin. J Hydrol 250:19–39

    Article  Google Scholar 

  • Queceo M, Pastor M, Herreros M, Fernández Merodo JA (2004) Numerical modelling of impulse wave generated by fast landslides. Int J Numer Methods Eng 59(12):1633–1656

    Article  Google Scholar 

  • Sandebring H, Ottosson E (1994) Agnessbergskredet Skredförebyggande åtgärder. Agnesbergsutredningen. SGI report 45. Swedish Geotechnical Institute

  • Sedymo (2006) Sediment dynamics and pollution mobility in river basins. Sedymo 2006 symposium. Hamburg University of Technology, March 26–29, 2006

  • SEPA (1999) Methodology for inventory of contaminated sites. Basis for assessment of contaminated sites. Guidance for collections of data. Swedish Environmental Protection Agency (SEPA), Stockholm

    Google Scholar 

  • SGI (1995) Samhällsutbyggnad och skredriskanalys i södra Göta älvdalen. Underlag vid översiktlig planering och beslut om mark- och vattenanvändning. Slutrapport. SGI Varia 439. Swedish Geotechnical Institute

  • SGI (2004) Samhällsutbyggnad och skredriskanalys i nordöstra Göta älvdalen inom Lilla Edets kommun. Underlag vid översiktlig planering och beslut om mark- och vattenanvändning. Slutrapport. SGI Varia 548. Swedish Geotechnical Institute

  • Smit M, Grotenhuis T, Bruning H, Rulkens W (2008) Desorption of dieldrin from field aged sediments: simulated flood events. J Soils Sediments 8(2):80–85

    Article  CAS  Google Scholar 

  • WARMICE (2003) Water resources management in changing environments: the impact of sediment on sustainability (WARMICE). EU Contract no. ENV4-CT98-0789

  • Wenning RJ, Apitz SE, Baba A, Citron M, Elliott K, Al-Halasah N, Kapustka L, Lazarescu M, Mohamed M, Rutjes R (2007) Understanding environmental security at ports and harbors. In Linkov I, Wenning R, Kiker G (eds) Managing critical infrastructure risks, Springer, Dordrecht pp 1–12

  • Zonta R, Collavini F, Zaggia L, Aleardo Z (2005) The effect of floods on the transport of suspended sediments and contaminants: a case study from the estuary of the Dese River (Venice Lagoon, Italy). Environ Int 31:948–958

    Article  CAS  Google Scholar 

Download references

Acknowledgements

The authors would like to thank Hillevi Uppmanis at the Swedish Administration Board of Västra Götaland for supplying us with data from the GIS database, Åke Johansson at the Swedish Geotechnical Institute for valuable information on landslides along Göta Älv river valley, and the Swedish Geotechnical Institute for funding the project. The authors also would like to thank three unknown reviewers for valuable comments, especially for the future work.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Gunnel I. Göransson.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Göransson, G.I., Bendz, D. & Larson, P.M. Combining landslide and contaminant risk: a preliminary assessment. J Soils Sediments 9, 33–45 (2009). https://doi.org/10.1007/s11368-008-0035-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11368-008-0035-z

Keywords

Navigation