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“ Automated Unsupervised Geomorphometric Classification of Earth Surface for Landslide Susceptibility Assessment ” Alessandro Paregiani  and Maria Ioannilli International Conference on Computational Science and Its Applications  ICCSA 2008 June 30th - July 3rd, 2008 Perugia, Italy "Geographical Analysis, Urban Modeling, Spatial Statistics" University of Rome “Tor Vergata”
Outline 4. Experimented Classification Methods 1. Landslide Hazard vs. Landslide Susceptibility 2. Purpose of the Work 3. Approaches to Landslide Susceptibility Analysis 6. Integrated Classification Method 5. Comparison of Intermediate Results 7. Correlation Analysis between Geomorphometric Classes and Types of Landslide 8. Conclusions
Landslides constitute one of the major hazards that cause losses in lives and property. To assess landslide occurrences is a complex analysis, involving multitude of factors and need to be studied systematically in order to evaluate the hazard. There are no universally accepted forecasting methods of "natural hazard" and in particular of landslide hazard. Landslide Hazard R = P x ( V x E ) (UNESCO)
Purpose of the work The definition of an automated method of terrain morphological classification in order to establish the correlation degree between topographic forms of the territory and landslide phenomena, by using a Landslide Inventory and a DEM as input A Landslide Inventory and a DEM Input Data Specific Objectives ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Technical  approach
Approaches to Landslide Susceptibility Analysis Indirect methodologies Geomorphometric Approach high degree of subjectivity this method doesn’t consider the relationships between instability factors Limits Algorithm Heuristic Approach Statistical Approach Method
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Geomorphometric Approach Approaches to Landslide Susceptibility Analysis ,[object Object],[object Object]
Experimented Classification Methods Applying State-of-the-Art Classification Methods Supervised Classification:   types of topography are recognized starting from selected “training samples” Unsupervised Classification:   unconstrained by pre-set conditions, and allow the input data to determine “optimal” categories Parameters Authors Parameters - Single – Cell Topological Parameters “ Context” Parameters (extended neighborhood) Evans (1981) Pike – Iwahashi (2006) Pike (1971)   Nested - Means Divided Parameters Clustering  • Mean • S.D. • Variation coefficient • Symmetry • Slope gradient • Texture • Convexity - -  • Slope gradient • Aspect • Plan curvature • Profile curvature - Method   • Mean • S.D. • Variation Coefficient • Symmetry • Slope Gradient • Texture • Convexity  • Slope Gradient • Aspect • Plan   Curvature • Profile Curvature Types of
[object Object],[object Object],[object Object],[object Object],[object Object],Preliminary Processing The choice of a terrain-unit of analysis Input data analysis and preparation ,[object Object],[object Object],as a portion of land surface which contains a set of ground conditions which differ from the adjacent units across definable boundaries
Considered Parameters Z = A x2y2 + B x2y + C xy2 + D x2 + E y2 + F xy + G x + H y + I A, B, C ecc. are calculated using this polynomial and 9 elevation values as input data, as shown: (the reference system has its origin-point in the central cell): A = [(Z1 + Z3 + Z7 + Z9) /4 - (Z2 + Z4 + Z6 + Z8) /2 + Z5] /L4 B = [(Z1 + Z3 - Z7 - Z9) /4 - (Z2 - Z8) /2] /L3 C = [(-Z1 + Z3 - Z7 + Z9) /4 + (Z4 - Z6)] /2] /L3 D = [(Z4 + Z6) /2 - Z5] /L2 E = [(Z2 + Z8) /2 - Z5] /L2 F = (-Z1 + Z3 + Z7 - Z9) /4L2 G = (-Z4 +Z6) /2L H = (Z2 - Z8) /2LI = Z5 Curvature = -2 (D + E) * 100 (dz/dx) = [(a + 2d + g) - (c + 2f + i)] / (8 * L) (dz/dy) = [(a + 2b + c) - (g + 2h + i)] / (8 * L) Computational procedure to calculate “curvature”: ,[object Object],[object Object],[object Object],[object Object],[object Object],“ slope gradient” “ section curvature” “ plan curvature” “ aspect” “ local convexity” “ texture” Computational procedure to calculate “slope gradient” in “e” cell i h g f e d c b a
[object Object],[object Object],[object Object],[object Object],Classification of earth topography from DEMs by a nested-means algorithm and a three-part geometric signature Experiment 1: Nested-Means Multivariate Analysis (Pike – Iwahashi) TOPOGRAPHY: ,[object Object],[object Object]
Nested-Means Multivariate Analysis (Pike - Iwahashi) The classification underline a remarkable distinction among mountainside surfaces in four different classes characterized by increasing values of elevation and slope gradient
Statistical Multivariate Analysis ,[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],Experiment 2: Statistical Multivariate Analysis (Pike - Iwahashi)
Experiment 3: Statistical Multivariate Analysis (Evans) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],A remarkable distinction among terrain elements originated by hydrological and wind erosive activities, such as torrential (Class 1) and fluvial (Class 6) riverbeds and ridges (Class 8), with a topological continuity between Classes 1 and 6
Experiment 4: Statistical Multivariate Analysis (Pike) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Comparison of Intermediate Results
Integrated Classification Method ,[object Object],[object Object],[object Object]
Integrated Classification Method A particular of the classification discriminating mountainside surfaces Overlapping of the three classes representing ridges, fluvial and torrential riverbeds A particular of the new integrated classification that considers both mountainside surfaces and hydrological factors
Correlation Analysis Geomorphometric Classes/Landslides Integrated Classification Method K: type of landslide J: geomorphometric class M: number of k-type landslides in class j N: total number of k-type landslides
Conclusions ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Thanks for your attention

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Paregiani

  • 1. “ Automated Unsupervised Geomorphometric Classification of Earth Surface for Landslide Susceptibility Assessment ” Alessandro Paregiani and Maria Ioannilli International Conference on Computational Science and Its Applications ICCSA 2008 June 30th - July 3rd, 2008 Perugia, Italy "Geographical Analysis, Urban Modeling, Spatial Statistics" University of Rome “Tor Vergata”
  • 2. Outline 4. Experimented Classification Methods 1. Landslide Hazard vs. Landslide Susceptibility 2. Purpose of the Work 3. Approaches to Landslide Susceptibility Analysis 6. Integrated Classification Method 5. Comparison of Intermediate Results 7. Correlation Analysis between Geomorphometric Classes and Types of Landslide 8. Conclusions
  • 3. Landslides constitute one of the major hazards that cause losses in lives and property. To assess landslide occurrences is a complex analysis, involving multitude of factors and need to be studied systematically in order to evaluate the hazard. There are no universally accepted forecasting methods of "natural hazard" and in particular of landslide hazard. Landslide Hazard R = P x ( V x E ) (UNESCO)
  • 4.
  • 5. Approaches to Landslide Susceptibility Analysis Indirect methodologies Geomorphometric Approach high degree of subjectivity this method doesn’t consider the relationships between instability factors Limits Algorithm Heuristic Approach Statistical Approach Method
  • 6.
  • 7. Experimented Classification Methods Applying State-of-the-Art Classification Methods Supervised Classification: types of topography are recognized starting from selected “training samples” Unsupervised Classification: unconstrained by pre-set conditions, and allow the input data to determine “optimal” categories Parameters Authors Parameters - Single – Cell Topological Parameters “ Context” Parameters (extended neighborhood) Evans (1981) Pike – Iwahashi (2006) Pike (1971)   Nested - Means Divided Parameters Clustering  • Mean • S.D. • Variation coefficient • Symmetry • Slope gradient • Texture • Convexity - -  • Slope gradient • Aspect • Plan curvature • Profile curvature - Method   • Mean • S.D. • Variation Coefficient • Symmetry • Slope Gradient • Texture • Convexity  • Slope Gradient • Aspect • Plan Curvature • Profile Curvature Types of
  • 8.
  • 9.
  • 10.
  • 11. Nested-Means Multivariate Analysis (Pike - Iwahashi) The classification underline a remarkable distinction among mountainside surfaces in four different classes characterized by increasing values of elevation and slope gradient
  • 12.
  • 13.
  • 14.
  • 15.
  • 17.
  • 18. Integrated Classification Method A particular of the classification discriminating mountainside surfaces Overlapping of the three classes representing ridges, fluvial and torrential riverbeds A particular of the new integrated classification that considers both mountainside surfaces and hydrological factors
  • 19. Correlation Analysis Geomorphometric Classes/Landslides Integrated Classification Method K: type of landslide J: geomorphometric class M: number of k-type landslides in class j N: total number of k-type landslides
  • 20.
  • 21. Thanks for your attention

Editor's Notes

  1. This work presents an “...”