Optimal landslide susceptibility zonation based on multiple forecasts
Introduction
Landslide susceptibility (LS) is the likelihood of a landslide occurring in an area on the basis of local terrain conditions (Brabb, 1984). It is the degree to which an area can be affected by future slope movements, i.e. an estimate of “where” landslides are likely to occur (Guzzetti et al., 1999, Guzzetti et al., 2005, Guzzetti et al., 2006a, Guzzetti et al., 2006b). In mathematical language, LS is the probability of spatial (geographical) occurrence of slope failures, given a set of geo-environmental conditions (Chung and Fabbri, 1999, Guzzetti et al., 2005, Guzzetti et al., 2006a). Susceptibility does not consider the temporal probability of failure (i.e., when or how frequently landslides occur), nor the magnitude of the expected landslide (i.e., how large or destructive the failure will be) (Committee on the Review of the National Landslide Hazards Mitigation Strategy, 2004). For this reason, landslide susceptibility is different from landslide hazard (Guzzetti et al., 2005, Guzzetti et al., 2006a, Guzzetti, 2006).
The concepts, principles, techniques and methods for LS evaluation are known, and can be found, among others, in Carrara (1983), Brabb (1984), Hansen (1984), Varnes and IAEG Commission on Landslides and Other Mass-Movements (1984), van Westen (1994), Soeters and van Westen (1996), van Westen et al. (1997), Aleotti and Chowdhury (1999), Chung and Fabbri (1999), Guzzetti et al. (1999), Vandine et al. (2004), Crozier and Glade (2005), and Guzzetti (2006).
In the last two decades, the availability of (i) fast and efficient personal computers, (ii) low cost, commercial and open source GIS and statistical software, and (iii) thematic and environmental information readily available in digital format, have facilitated the preparation of LS zonings. Authors have started to compare LS models, and the associated terrain zonations, prepared exploiting different classification methods, and to evaluate their performances (e.g., Carrara et al., 1992, Carrara et al., 1995, Chung and Fabbri, 1999, Barredo et al., 2000, Lee, 2004, Süzen and Doyuran, 2004, Ayalew et al., 2005, Yesilnacar and Topal, 2005, Davis et al., 2006, Kanungo et al., 2006, Lee and Sambath, 2006, Wang and Sassa, 2006, Irigaray et al., 2007, Carrara et al., 2008, Song et al., 2008, Van Den Eeckhaut et al., 2009). However, inspection of the literature reveals that little work has been done to determine strategies, and to evaluate operational methods for the optimal assessment of LS in an area (e.g., Carrara et al., 1995). This work attempts to bridge this gap, exploiting multivariate classification techniques. Conversely, the work is not intended to evaluate the quality and role of the landslide and environmental information used to obtain the LS zonations.
We start by recognizing that an LS zonation is a form of quantitative forecast of the spatial (geographical) distribution of landslides (Chung and Fabbri, 2003, Fabbri et al., 2003, Guzzetti et al., 2005, Guzzetti et al., 2006a, Guzzetti et al., 2006b), and that multiple zonations can be prepared for an area exploiting the same thematic (landslide and environmental) information. Next, for a study area in central Umbria, Italy (Fig. 1), we exploit environmental and landslide information to calibrate (train) and validate (test) four independent LS forecasting models. To obtain the four geographical forecasts, we adopt three multivariate statistical classification techniques, and we train a neural network. Lastly, adopting a regression approach, we obtain two optimal combinations of the four individual zonations, and we test their predictive performance against independent landslide information. We conclude discussing the results obtained, and presenting a script for the R free software environment for statistical computing (http://www.r-project.org/) for the production and quantitative assessment of LS models, and the associated terrain zonations.
Section snippets
Study area
The Collazzone area extends for 78.9 km2 in central Umbria, Italy. In the area landscape is hilly, sedimentary rocks Lias to recent in age crop out, and lithology and bedding attitude control the morphology of the slopes (Fig. 2a,d,e). Soils have a fine or medium texture and range in thickness from a few decimetres to more than 1 m. Climate is Mediterranean, with a mean annual precipitation of 885 mm and snowfalls every 2 to 3 years. Landslides, primarily of the slide type, are abundant in the
Single susceptibility forecasts
Exploiting the available landslide (dependent, grouping variable) and environmental (explanatory variables) information (Fig. 2), four different LS models were calibrated (trained), and validated (tested). Model calibration was performed using multivariate classification techniques (Michie et al., 1994), including: (i) linear discriminant analysis (LDA) (Fisher, 1936, Brown, 1998, Venables and Ripley, 2002), (ii) quadratic discriminant analysis (QDA) (Venables and Ripley, 2002), (iii) logistic
Forecasts' combination
Where multiple forecasts are available, a difficulty consists in determining how to best combine the different forecasts in an “optimal” prediction. For LS assessment, this problem is unresolved (Guzzetti et al., 2000, Guzzetti et al., 2006b, Guzzetti, 2006). In other disciplines including economics, psychology, meteorology, and social and management sciences, experience exists on the combination of multiple forecasts (e.g., Clemen, 1989, Clements and Hendry, 2002, Clements, 2003 and references
Discussion
Advancements in computer technology, the increased availability of thematic information in digital format, the improved ability to manage landslide and geomorphological information for large areas in geographical information systems, and the possibility of exploiting remote sensing technology for landslide detection and mapping relevant environmental information, have facilitated the preparation of LS assessments. Preparing an LS assessment adopting a statistical approach (Guzzetti et al., 1999
Conclusions
For the Collazzone area (Fig. 1), central Umbria, Italy, four single and two combined landslide susceptibility zonations were prepared exploiting thematic information and the presence or absence of landslides in the period from pre-1941 to 1996, in 894 slope units. The single susceptibility zonations were obtained through linear discriminant analysis (LDA), quadratic discriminant analysis (QDA), logistic regression (LR), and by training a neural network (NN). The combined models were prepared
Acknowledgements
This work was supported by CNR IRPI, Italian National Civil Protection, and ASI MORFEO project grants. We thank two reviewers and the Editor for their constructive comments.
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