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ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
““Automated Unsupervised GeomorphometricAutomated Unsupervised Geomorphometric
Classification of Earth Surface for LandslideClassification of Earth Surface for Landslide
Susceptibility AssessmentSusceptibility Assessment””
Alessandro ParegianiAlessandro Paregiani and Maria and Maria IoannilliIoannilli
International Conference on Computational Science and Its Applications International Conference on Computational Science and Its Applications ICCSA 2008ICCSA 2008
June 30th - July 3rd, 2008 Perugia, ItalyJune 30th - July 3rd, 2008 Perugia, Italy
"Geographical Analysis, Urban Modeling, Spatial Statistics""Geographical Analysis, Urban Modeling, Spatial Statistics"
University of Rome “Tor University of Rome “Tor Vergata”Vergata”
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
OutlineOutline
4.4. Experimented Classification MethodsExperimented Classification Methods
1.1. Landslide Hazard vs. Landslide SusceptibilityLandslide Hazard vs. Landslide Susceptibility
2.2. Purpose of the WorkPurpose of the Work
3.3. Approaches to Landslide Susceptibility AnalysisApproaches to Landslide Susceptibility Analysis
6.6. Integrated Classification MethodIntegrated Classification Method
5.5. Comparison of Intermediate ResultsComparison of Intermediate Results
7.7. Correlation Analysis between Geomorphometric Classes Correlation Analysis between Geomorphometric Classes and Types of Landslideand Types of Landslide
8.8. ConclusionsConclusions
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
SusceptibilitySusceptibility
HazardHazard
RiskRisk
ProbabilityProbability of of OccurrenceOccurrence of of
Trigger Trigger PhenomenaPhenomena
ElementsElementsat at RiskRisk
Landslides constitute one of the major hazards Landslides constitute one of the major hazards
that cause losses in lives and property.that cause losses in lives and property.
To assess landslide occurrences is a complex To assess landslide occurrences is a complex
analysis, involving multitude of factors and need analysis, involving multitude of factors and need
to be studied systematically in order to evaluate to be studied systematically in order to evaluate
the hazard.the hazard.
There are no universally accepted forecasting There are no universally accepted forecasting
methods of "natural hazard" and in particular of methods of "natural hazard" and in particular of
landslide hazard.landslide hazard.
Landslide HazardLandslide Hazard
R = P x ( V x E )R = P x ( V x E )(UNESCO)(UNESCO)
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Purpose of the workPurpose of the work
The definition of an automated method of terrain morphological The definition of an automated method of terrain morphological
classification in order to establish the correlation degree between classification in order to establish the correlation degree between
topographic forms of the territory and landslide phenomena, by using a topographic forms of the territory and landslide phenomena, by using a
Landslide Inventory and a DEM as inputLandslide Inventory and a DEM as input
A Landslide Inventory and a DEMA Landslide Inventory and a DEM
Input DataInput Data
Specific ObjectivesSpecific Objectives
1.1. Identification of the most suitable measures to describe terrain Identification of the most suitable measures to describe terrain
topographic forms and to distinguish among geomorphically different topographic forms and to distinguish among geomorphically different
landscapes (geometric signatures)landscapes (geometric signatures)
2.2. Identification of a classification method, in order to obtain the best Identification of a classification method, in order to obtain the best
segmentation of terrain surface related to landslide phenomenasegmentation of terrain surface related to landslide phenomena
Moving from the current literature:Moving from the current literature:
1.1. Building up the morphological parametersBuilding up the morphological parameters
2.2. Classification by using different methodsClassification by using different methods
3.3. Evaluation of the goodness of each classification, by considering as Evaluation of the goodness of each classification, by considering as
factors the physical meaning of classes and the statistical correlation factors the physical meaning of classes and the statistical correlation
degree between classes and landslide phenomenadegree between classes and landslide phenomena
4.4. Experiment end evaluation of a new integrated classification methodExperiment end evaluation of a new integrated classification method
TechnicalTechnical approach approach
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Approaches to Landslide Susceptibility AnalysisApproaches to Landslide Susceptibility AnalysisIndirect methodologiesIndirect methodologies
Geomorphometric ApproachGeomorphometric Approach
MethodMethod Statistical ApproachStatistical Approach Heuristic ApproachHeuristic Approach
AlgorithAlgorithmm
LimitsLimitsthis method doesn’t consider the this method doesn’t consider the relationships between instability relationships between instability factorsfactors
high degree of subjectivityhigh degree of subjectivity
F,1F,1
F,nF,n
F,2F,2
LsLs
LsLs
LsLs
CORRELATION CORRELATION ANALYSISANALYSIS
CORRELATION CORRELATION ANALYSISANALYSIS
CORRELATION CORRELATION ANALYSISANALYSIS
IDENTIFICATION IDENTIFICATION OF RELEVANT OF RELEVANT
PARAMETERS AND PARAMETERS AND RELATIVE RELATIVE WEIGHTSWEIGHTS
CLASSIFICATIONCLASSIFICATION
F,1F,1
F,nF,n
F,2F,2
LsLs
LsLs
LsLs
CORRELATION CORRELATION ANALYSISANALYSIS
CORRELATION CORRELATION ANALYSISANALYSIS
CORRELATION CORRELATION ANALYSISANALYSIS
IDENTIFICATION IDENTIFICATION OF RELEVANT OF RELEVANT
PARAMETERS AND PARAMETERS AND RELATIVE RELATIVE WEIGHTSWEIGHTS
CLASSIFICATIONCLASSIFICATION
Ls
CORRELATI ON ANALYSI S AND
CHECK OF I NI TI AL
HYPOTHESI S
I DENTI FI CATI ON OF RELEVANT
PARAMETERS AND THEI R RELATI VE
WEI GHTSF,1 – P,1F,2 – P,2
.......F,n – P,n
CLASSI FI CATI ON
Ls
CORRELATI ON ANALYSI S AND
CHECK OF I NI TI AL
HYPOTHESI S
I DENTI FI CATI ON OF RELEVANT
PARAMETERS AND THEI R RELATI VE
WEI GHTSF,1 – P,1F,2 – P,2
.......F,n – P,n
CLASSI FI CATI ON
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
• The “science of quantitative land-surface analysis”The “science of quantitative land-surface analysis”
• It draws upon mathematical, statistical and image-processing techniques to quantify It draws upon mathematical, statistical and image-processing techniques to quantify the shape of the earth at various spatial scalesthe shape of the earth at various spatial scales
• The quantitative analysis of a territory, and in particular of its shape, eliminates the The quantitative analysis of a territory, and in particular of its shape, eliminates the limitations of the qualitative topographic informationlimitations of the qualitative topographic information
• It stems from the need to establish a reliable numerical model in order to describe It stems from the need to establish a reliable numerical model in order to describe the earth shape. The quantitative characterization of topographical shape is a the earth shape. The quantitative characterization of topographical shape is a multidisciplinary technique applicable at any scale of analysismultidisciplinary technique applicable at any scale of analysis
• The geometric signature is an analytic tool of numerical land-surface classificationThe geometric signature is an analytic tool of numerical land-surface classification
• The signature was defined as “a set of measurements sufficient to identify The signature was defined as “a set of measurements sufficient to identify unambiguously an object or a set of objects” [Enzmann, 1966]unambiguously an object or a set of objects” [Enzmann, 1966]
• Natural surface processes create different forms. The geometric signature abstracts Natural surface processes create different forms. The geometric signature abstracts those forms and expresses them numerically.those forms and expresses them numerically.
Geomorphometric ApproachGeomorphometric Approach
Approaches to Landslide Susceptibility AnalysisApproaches to Landslide Susceptibility Analysis
Geomorphometry
Engineeringand AppliedScience
EarthScience
InformationScience
Mathematicsand Statistics
Geomorphometry
Engineeringand AppliedScience
EarthScience
InformationScience
Mathematicsand Statistics
• It considers combinations of instability It considers combinations of instability factors, by introducing the “geometric factors, by introducing the “geometric signature” signature”
• It eliminates the subjectivity of heuristic It eliminates the subjectivity of heuristic approachapproach
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Experimented Classification Experimented Classification MethodsMethods
Applying State-of-the-Art Classification Applying State-of-the-Art Classification MethodsMethods
Supervised Classification:Supervised Classification: types of topography are recognized starting types of topography are recognized starting from selected “training samples”from selected “training samples”
Unsupervised Classification:Unsupervised Classification: unconstrained by pre-set conditions, and unconstrained by pre-set conditions, and allow the input data to determine “optimal” allow the input data to determine “optimal” categoriescategories
NestedNested -MeansMeans
DividedDivided
ParametersParameters
ClusteringClustering
•Mean
• S.D.
•Variation coefficient
•Symmetry
• Slope gradient
•Texture
•Convexity
-
-
• Slope gradient
•Aspect
•Plan curvature
• Profile curvature
-
MethodMethod
••MeanMean
••S.D.S.D.
••VariationVariation CoefficientCoefficient
••SymmetrySymmetry
••SlopeSlope GradientGradient
••TextureTexture
••ConvexityConvexity
••SlopeSlope GradientGradient
••AspectAspect
••PlanPlan CurvatureCurvature
••ProfileProfile CurvatureCurvature
Types ofTypes of ParametersParameters AuthorsAuthors ParametersParameters --
Single – Single – Cell Cell
TopologicaTopological l
ParameterParameterss
““Context” Context” ParametersParameters(extended (extended
neighborhoneighborhood)od)
EvansEvans(1981)(1981)
Pike – IwahashiPike – Iwahashi(2006)(2006)
PikePike(1971)(1971)
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
AutomaticMediumHighSlope Unit
AutomaticMediumHighUnique Condition Unit
AutomaticLowHighGrid-Cell
ManualHighLowGeomorphologic Unit
TechniquePhysical MeaningConsistencyTerrain-Unit
AutomaticMediumHighSlope Unit
AutomaticMediumHighUnique Condition Unit
AutomaticLowHighGrid-Cell
ManualHighLowGeomorphologic Unit
TechniquePhysical MeaningConsistencyTerrain-Unit
It depends onIt depends on• the input data typethe input data type• the scale of analysisthe scale of analysis• the desired output data quality and spatial resolutionthe desired output data quality and spatial resolution• the availability of analytic and information toolsthe availability of analytic and information tools
Preliminary ProcessingPreliminary ProcessingThe choice of a terrain-unit of analysisThe choice of a terrain-unit of analysis
Input data analysis and preparationInput data analysis and preparation
a.
d. f .
c.b.
e.
• 30x30m DEM, computed by 30x30m DEM, computed by
interpolating the altitude-points interpolating the altitude-points
extracted from extracted from contour lines (10m contour lines (10m
interval) of the Technical Regional interval) of the Technical Regional
Cartography of LazioCartography of Lazio• Landslide Inventory of Tevere River Basin Landslide Inventory of Tevere River Basin
Authority (PAI), differentiating seven types Authority (PAI), differentiating seven types
of phenomena; the number of events of phenomena; the number of events
totally registered is 351 with a total area totally registered is 351 with a total area
of 19.35 square kilometresof 19.35 square kilometres
as a portion of land surface which contains a as a portion of land surface which contains a
set of ground conditions which differ from the set of ground conditions which differ from the
adjacent units across definable boundariesadjacent units across definable boundaries
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Considered ParametersConsidered Parameters
Z = A x2y2 + B x2y + C xy2 + D x2 + E y2 + F xy + G x + H Z = A x2y2 + B x2y + C xy2 + D x2 + E y2 + F xy + G x + H y + Iy + I
A, B, C ecc. are calculated using this polynomial and 9 A, B, C ecc. are calculated using this polynomial and 9 elevation values as input data, as shown: (the reference elevation values as input data, as shown: (the reference
system has its origin-point in the central cell):system has its origin-point in the central cell):A = [(Z1 + Z3 + Z7 + Z9) /4 - (Z2 + Z4 + Z6 + Z8) /2 + A = [(Z1 + Z3 + Z7 + Z9) /4 - (Z2 + Z4 + Z6 + Z8) /2 +
Z5] /L4Z5] /L4B = [(Z1 + Z3 - Z7 - Z9) /4 - (Z2 - Z8) /2] /L3B = [(Z1 + Z3 - Z7 - Z9) /4 - (Z2 - Z8) /2] /L3
C = [(-Z1 + Z3 - Z7 + Z9) /4 + (Z4 - Z6)] /2] /L3C = [(-Z1 + Z3 - Z7 + Z9) /4 + (Z4 - Z6)] /2] /L3D = [(Z4 + Z6) /2 - Z5] /L2D = [(Z4 + Z6) /2 - Z5] /L2E = [(Z2 + Z8) /2 - Z5] /L2E = [(Z2 + Z8) /2 - Z5] /L2
F = (-Z1 + Z3 + Z7 - Z9) /4L2F = (-Z1 + Z3 + Z7 - Z9) /4L2G = (-Z4 +Z6) /2LG = (-Z4 +Z6) /2L
H = (Z2 - Z8) /2LI = Z5H = (Z2 - Z8) /2LI = Z5
Curvature = -2 (D + E) * 100Curvature = -2 (D + E) * 100
aa bb cc
dd ee ff
gg hh ii
(dz/dx) = [(a + 2d + g) - (c + 2f + i)] / (8 * L)(dz/dx) = [(a + 2d + g) - (c + 2f + i)] / (8 * L)(dz/dy) = [(a + 2b + c) - (g + 2h + i)] / (8 * L)(dz/dy) = [(a + 2b + c) - (g + 2h + i)] / (8 * L)
Computational procedure to calculate Computational procedure to calculate “curvature”:“curvature”:
Computational procedure to calculate Computational procedure to calculate “local convexity”:“local convexity”:
1.1. Focalmean(DEM)Focalmean(DEM)
Computational procedure to calculate Computational procedure to calculate “texture”:“texture”:
1.1. Focalmedian(DEM)Focalmedian(DEM)
2.2. DEM – Focalmedian(DEM)DEM – Focalmedian(DEM)
“slope gradient” “section curvature”
“plan curvature” “aspect”
“local convexity”
“texture”
Computational procedure to calculate Computational procedure to calculate “slope gradient” in “e” cell“slope gradient” in “e” cell
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Convexity isgreater than mean
for the whole area?
Slope gradient issteeper than meanfor the whole area?
Class1
Class2
Class3
Class4
Class5
Class6
Class7
Class8
Convexity isgreater than mean
for the whole area?
Texture is finerthan mean for
the whole area?
Texture is finerthan mean for
the whole area?
Texture is finerthan mean for
the whole area?
Texture is finerthan mean for
the whole area?
yesyes
yesyesyesyesyesyesyesyes
yesyes
yesyes nono
nononono
nono nono nono nono
First Threshold
Third Threshold
Second ThresholdConvexity isgreater than mean
for the whole area?
Slope gradient issteeper than meanfor the whole area?
Class1
Class2
Class3
Class4
Class5
Class6
Class7
Class8
Convexity isgreater than mean
for the whole area?
Texture is finerthan mean for
the whole area?
Texture is finerthan mean for
the whole area?
Texture is finerthan mean for
the whole area?
Texture is finerthan mean for
the whole area?
yesyes
yesyesyesyesyesyesyesyes
yesyes
yesyes nono
nononono
nono nono nono nono
First Threshold
Third Threshold
Second Threshold
Considered Parameters:Considered Parameters:
• Slope Gradient (first Slope Gradient (first
threshold)threshold)
• Local Convexity (second Local Convexity (second
threshold)threshold)
• Surface Texture (third Surface Texture (third
threshold)threshold)
Classification of earth topography from DEMs by a nested-means Classification of earth topography from DEMs by a nested-means algorithm and a three-part geometric signaturealgorithm and a three-part geometric signature
Experiment 1: Nested-Means Multivariate Experiment 1: Nested-Means Multivariate Analysis (Pike – Iwahashi)Analysis (Pike – Iwahashi)
TOPOGRAPHY:TOPOGRAPHY:
• Continuous random surfaceContinuous random surface
• Independent of any spatial orderliness Independent of any spatial orderliness imposed by geomorphic processesimposed by geomorphic processes
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Nested-Means Multivariate Analysis (Pike - Nested-Means Multivariate Analysis (Pike - Iwahashi)Iwahashi)The classification underline a remarkable distinction among mountainside surfaces in The classification underline a remarkable distinction among mountainside surfaces in
four different classes characterized by increasing values of elevation and slope gradientfour different classes characterized by increasing values of elevation and slope gradient
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
StackAnalysis
Results and Classification
Input Data Computation
StackDefinition
ClusterDefinition
ClassificationCluster
Analysis
ClassificationAnalysis
StackAnalysis
Results and Classification
Input Data ComputationInput Data
ComputationStack
DefinitionStack
Definition
ClusterDefinition
ClusterDefinition
ClassificationClassificationCluster
Analysis
ClassificationAnalysis
Statistical Multivariate Statistical Multivariate AnalysisAnalysis
Cluster methodCluster method• Maximum internal homogeneity and minimum external homogeneityMaximum internal homogeneity and minimum external homogeneity• Statistical Mean of parameter distributions and Covariance among parameter distributionsStatistical Mean of parameter distributions and Covariance among parameter distributions
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Considered Parameters:Considered Parameters:
• Slope gradient (SIMG)Slope gradient (SIMG)
• Local Convexity (CONVEX) Local Convexity (CONVEX)
• Surface Texture (PITPEAK)Surface Texture (PITPEAK)
Experiment 2: Statistical Multivariate Experiment 2: Statistical Multivariate Analysis (Pike - Iwahashi)Analysis (Pike - Iwahashi)
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Experiment 3: Statistical Multivariate Experiment 3: Statistical Multivariate Analysis (Evans)Analysis (Evans)
Considered Parameters:Considered Parameters:
• Slope gradientSlope gradient
• AspectAspect
• Plan CurvaturePlan Curvature
• Profile CurvatureProfile Curvature
normalized as follow:normalized as follow:
i x
x
xX
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
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Experiment 4: Statistical Multivariate Experiment 4: Statistical Multivariate Analysis (Pike)Analysis (Pike)
Considered Considered Parameters Parameters (statistically (statistically derived):derived):• MeanMean• Standard DeviationStandard Deviation• Variation Variation CoefficientCoefficient• SymmetrySymmetryNot-derived Not-derived Parameters:Parameters:• ElevationElevation• Slope GradientSlope Gradient• CurvatureCurvature
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Comparison of Intermediate Comparison of Intermediate ResultsResults
UnacceptableOptimalSufficientGoodTrigger Elements
Distinction
Unacceptable
Unacceptable
Unacceptable
MeanStandard DeviationSymmetryVariation Coefficient
StatisticalMultivariate
Optimal
Good
Good
Slope GradientAspectPlan CurvatureProfile Curvature
StatisticalMultivariate
GoodGoodClassification
Optimal
Optimal
Slope GradientTextureLocal Convexity
Nested-meansAlgorithm
CorrelationAnalysis
MountainsideSurfacesDistinction
Parameters
Methodof Analysis
Good
Good
Slope GradientTextureLocal Convexity
StatisticalMultivariate
UnacceptableOptimalSufficientGoodTrigger Elements
Distinction
Unacceptable
Unacceptable
Unacceptable
MeanStandard DeviationSymmetryVariation Coefficient
StatisticalMultivariate
Optimal
Good
Good
Slope GradientAspectPlan CurvatureProfile Curvature
StatisticalMultivariate
GoodGoodClassification
Optimal
Optimal
Slope GradientTextureLocal Convexity
Nested-meansAlgorithm
CorrelationAnalysis
MountainsideSurfacesDistinction
Parameters
Methodof Analysis
Good
Good
Slope GradientTextureLocal Convexity
StatisticalMultivariate
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Integrated Classification Integrated Classification MethodMethod
Landslides-ClassesCorrelation Analysis
IntegratedClassification
Procedure
Analysis and Comparison betweenthe Obtained Results
Nested-MeansClassification (Iwahashi)
Multivariate StatisticalClassification (Evans)
GeomorphometricClassification
Mapping
Landslides-ClassesCorrelation Analysis
IntegratedClassification
Procedure
Analysis and Comparison betweenthe Obtained Results
Nested-MeansClassification (Iwahashi)
Multivariate StatisticalClassification (Evans)
GeomorphometricClassification
Mapping
ClassificationClassification 22New New ClassificationClassificationClassificationClassification 11
771111
881212
661010
5599
8888
77
6666
445555
334444
223333
112222
1111
ThresholdThreshold--DividedDividedVariablesVariablesClassesClassesIntegratedIntegrated ClassesClasses
StatisticalStatisticalMultivariate Multivariate
ClassesClasses
ClassificationClassification 22New New ClassificationClassificationClassificationClassification 11
771111
881212
661010
5599
8888
77
6666
445555
334444
223333
112222
1111
ThresholdThreshold--DividedDividedVariablesVariablesClassesClassesIntegratedIntegrated ClassesClasses
StatisticalStatisticalMultivariate Multivariate
ClassesClasses
12 1
9
2
3
4
5
86
11
10
• grid-cell based analysis• homogeneity between input data (30x30m
cells)• selection of relevant classes by a conditional
function
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Integrated Classification Integrated Classification MethodMethodA particular of the classification discriminating mountainside surfacesOverlapping of the three classes representing ridges, fluvial and torrential riverbedsA particular of the new integrated classification that considers both
mountainside surfaces and hydrological factors
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Correlation Analysis Geomorphometric Correlation Analysis Geomorphometric Classes/LandslidesClasses/Landslides
Integrated Classification Integrated Classification MethodMethod
1
1
m
iinkj
ii
AreaC
Area
1 2 3 4 5 6 70%
20%
40%
60%
80%
100%
Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 8 Class 9 Class 10 Class 11 Class 12
Perc
enta
ge o
f co
rrel
atio
n
Types of landslides
6Debris Flow
7Complex
5Rotational Slides
4Translational Slides
3Surface Deformation
2Falls or Topples
1Flows
NumberNumberTypesTypes of of LandslidesLandslides
6Debris Flow
7Complex
5Rotational Slides
4Translational Slides
3Surface Deformation
2Falls or Topples
1Flows
NumberNumberTypesTypes of of LandslidesLandslides
Classes\Landslides 1 2 3 4 5 6 7
1 21,9% 7,7% 16,0% 14,4% 7,7% 20,3% 19,4%
2 6,0% 9,9% 11,0% 10,8% 7,3% 2,5% 7,6%
3 17,7% 19,0% 6,4% 6,0% 18,2% 20,6% 18,0%
4 6,2% 6,5% 7,2% 3,6% 11,2% 2,9% 5,2%
5 17,8% 19,6% 12,1% 7,3% 29,0% 33,9% 24,1%
6 9,6% 6,3% 13,1% 14,1% 14,4% 7,7% 8,9%
8 6,7% 20,8% 7,0% 2,6% 10,0% 8,4% 6,9%
9 1,4% 1,0% 11,3% 14,9% 0,0% 0,0% 3,6%
10 1,3% 5,5% 2,3% 1,8% 0,3% 2,8% 0,9%
11 2,3% 0,9% 7,7% 17,2% 1,4% 0,3% 2,8%
12 9,0% 3,0% 6,0% 7,3% 0,6% 0,4% 2,6%
K: type of landslideJ: geomorphometric classM: number of k-type landslides in class jN: total number of k-type landslides
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
ConclusionsConclusions Identification of the most suitablemost suitable parameters to describe terrain
topographic forms related to landslide susceptibility Slope gradient constitutes the main parameter in discriminating
different classes with a clear physical meaning related to landslide susceptibility analysis
Single – Cell Topological Parameters discriminate local physical terrain features
“Context” Parameters discriminate global physical terrain features Identification of a new classification method, in order to obtain the best segmentation of terrain surface related to the landslide phenomena
The method working by the nested-means algorithm allows to identify global features
Local features, such as fluvial and torrential riverbeds, have been identified by using the statistical multivariate method
The goodness of each classification has been evaluated by considering as factors the physical meaning of classes and the statistical correlation degree between classes and landslide phenomena
The results of this evaluation show that the integration of both classification methods allows to correctly classify the territory and to establish correlation degrees between geomorphometric classes and landslide phenomena
This method could represent a useful tool in territorial-scale landslide susceptibility analysis. In fact, the application of this repeatable and reliable procedure may return the best results in a short time and with low economic resources.
ICCSA - June 30th - July 3rd, 2008 Perugia, Italy
Civil and Environmental Engineering Department – University of Rome “Tor Vergata”
Thanks for your attentionThanks for your attention