INTRANET
 

Landslide Motion Survey

Landslide Displacement Monitoring

Landslide Susceptibility Mapping

 
Example of SLAM integration into user data infrastructure
 

 

 

Products for Arno test-sites

Products for Campania test-sites

Products  for Swiss test-site

 
 

Products  for Arno test-sites

Products  for Campania test-sites

Products for Swiss test-sites

GIS Integration Tool

 
 

Prototype for Italian test-sites

Prototype for Swiss test-sites

 
  

  Products

The SLAM products have been defined according to the Swiss and Italian legislation and the user requirements. The products are developed starting from the methodologies actually employed in the risk management; in this way they can be easily merged in the user database. 
In particular, the products are focused on the forecasting phase, aiming at the landslide risk identification and at the monitoring of mass movements inducing high risk scenarios.

The following tables summarize the products and services specifications as required by the users.

Users: Arno River Basin National Authority and Regione Campania

Product description

Update frequency

Spatial Scale

Spatial resolution

Accuracy (vertical,%)

Requested format

Landslide Motion Survey Detection of unknown unstable areas; updating of the information about state and distribution of activity; evaluation of intensity or danger.

seasonal

1:25,000

20 m for geographical location

1 cm for movement

GIS compatible

Displacement Monitoring Service Service to monitor superficial deformation rates, to evaluate dimensions and temporal evolution.

seasonal

1:2,000 - 1:10,000

5 m for geographical location

mm order for movement

GIS compatible

Landslide Susceptibility Mapping Integration of synoptic information derived from RS in the processes of hazard mapping

Every 4 years

1:25,000

20 m for geographical location

--

GIS compatible

 

Users: Swiss Cantonal Autorities

Product description Update frequency Spatial Scale Spatial resolution Accuracy (vertical,%) Requested format

Landslide Motion Survey Creation of landslides inventory maps extended over all the test area, with indication on mass movement activity

Depending on site (often annually)

1:10,000 – 1:50,000

20 to 40 m

Acceptable: 2 cm

GIS compatible (Arcview shape file) and paper

Landslide Displacement Monitoring Displacement rates over several time intervals on a given area of interest.

Depending on site, typically seasonable updating

1:3,000 – 1:10,000

3 to 10 m

Sub-centimeters accuracy

GIS compatible (Arcview shapefile)

Landslide Susceptibility Mapping Hazard map extended beyond the limits of inhabited areas. This would enable a better knowledge of the territory under jurisdiction.

Every 3 years

1:5,000 – 1:10,000

10 m

--

GIS compatible (Arcview shapefile); ("raw" data to be interpreted)

 

    Landslide Motion Survey

The Landslide Motion Survey identifies the areas affected by landslides for the whole hydrographic basin, or for a significant portion of it. This large scale product could be a useful support for the geological risk service agencies in their activities related to the updating of landslide inventories and the planning of structural intervention. 

Landslide Motion Survey represents a landslide inventory map with specific characteristics directly derived from the end user requirements. The map reports the spatial distribution of the landslides, the description of their state of activity, the typology and other information which can be obtained through the use of EO and traditional data.
The input data employed to produce this product is summarized below:

  • information coming from Interferometric Analysis (SPSA for the Italian service cases and IPTA for the Swiss service cases);

  • HR images (SPOT5);

  • aerial photos;

  • landslide inventory map;

  • high accuracy DEM (10 m cell-size);

  • topographic maps.

The integration  of the information coming from the interferometric analysis within the landslide inventory map provided by the user is performed in a GIS environment. The first step is the map overlaying of the results of interferometric analysis on the users dataset (i.e., landslide polygons, lineaments layer and topographic map). The compliance analysis of the two datasets, in terms of landslides distribution and state of activity, allows to identify possible discrepancies which are analysed by means of the interpretation of SPOT5 images draped on the high accuracy DEM, stereo/monoscopic aerial-photos and field surveys. Such analysis is able to provide information about the landslides spatial distribution and to detect changes in landslide polygon boundaries and to identify new unstable areas with consequent creation of new polygons. In addition, it provides information about the landslide state of activity, allowing to confirm or modify the polygons state of activity (i.e., active, dormant and inactive).    

In Italy, the service has been performed for the whole extent of Arno river basin (about 9,000 km2) and for an area of about 900 km2 in Campania region.
Meanwhile
in Switzerland, the service has been performed the geographic areas of Canton Ticino, eastern Valais and Berne Cantons.

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  Landslide Displacement Monitoring

This product allows the monitoring of the areas of interest on a reduced scale basis. The objective is to quantify accurately the deformation velocity of unstable areas through the displacement rate measurement of some points located within identified landslides. The outputs could be used to monitor the areas characterized with high hydro-geological risk, and to test the effectiveness of structural interventions.

The product consists of a monographic report related to a large mass movement inducing a high risk situation, which includes a geological modelling study of the phenomenon, obtained from the integration of monitoring data (in-situ and EO-derived) with the geological-geomorphologic characteristics of the site. 

The input data employed in order to produce the Landslide Displacement Monitoring can be summarized as follows:  

  • in-situ measurements (inclinometric readings, GPS, extensometers, topographic surveys, etc.);

  • aerial photos (stereoscopic and monoscopic at 1:10,000 scale);

  • Advanced Permanent Scatterers Analysis (APSA)/Interferometric Point Target Analysis;

  • high accuracy DEM (10 m cell-size);

  • technical reports and databases (SCAI, AVI);

  • geomorphologic and geologic maps.

The activity foresee a preliminary collection and review of the bibliographic information. After this first step the map overlaying of the interferometric analysis on an existing geomorphologic map is performed in order to define the areas affected by movement and the zone with different deformation rates. Discrepancies are analysed by means of interpretation of aerial-photos and field surveys. The comparison and integration of in-situ vs. EO measurements and the analysis of such monitoring data with reference to the geological features allow to better understand the geological model of the phenomenon.

The Landslide Displacement Monitoring is developed in Italy for Campania region and Arno River Basin in the test sites of Poggibonsi, Pelago, Chianciano and Capannori. For Switzerland the product has been tested on the following test sites: Grubengletscher, Grindelwald,  Wengen, Lauterbrunnen, Gräechen, La Frasse and Montagnon, Biasca, Preonzo, Airolo, and the area around Schwarzsee

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  Landslide Susceptibility Mapping

The Landslide Susceptibility Mapping classifies the area of interest with respect to different classes of landslide hazard. The product is realized through the integration of the information concerning the millimetric ground displacements, resulting from the two products described above, with the thematic maps of land use, slope, geomorphology, and more. The Landslide Susceptibility Mapping could support geological hazard mapping and could be considered as an important tool for land use planning and environmental impact assessment. 

Hazard is one of the component that contributes to the definition of landslide risk and it is defined as the probability that a mass movement may occur in a defined area during a given period of time. 

The landslide hazard map which will be realized for the Italian test sites within the SLAM project consists of a zonation of the studied area in 5 different levels of hazard, as summarized in the following table, assessed by integrating the EO-derived information with those acquired from traditional sources.

Level Description Return period Annual probability
H0

Hazardless area, in which geomorphological processes and soils physical features are not favourable to landslide trigger.

-

-

H1

Areas with geological and morphological conditions unfavourable to slope stability, without morphological indicators of movement at the present.

1000 0,001
H2

Areas with geological and morphological conditions very unfavourable to slope stability, without morphological indicators of movement at the present; areas in which only stabilazed landslides are present.

100 0,01
H3

Areas in which geomorphological indicators of slope instability occur, so new trigger-landslides are possible within a long-term period; areas with dormant landslides subject to long-term reactivation.

10 0,1
H4

Areas in which active landslides are present; areas with indications of incipient movement; areas involved by expansion of an active landslide.

2 0,5

The input data used to realize this product are summarized below:

  • Landslide Motion Survey;

  • Landslide Displacement Monitoring;

  • landslide factors: slope, lithology, land cover, profile curvature, upslope contributing area;

  • technical reports and user databases.

According to the user requirements, the hazard analysis on the Arno Basin territory has been organized in the following three main steps:

  1. landslide prone areas identification: definition of homogeneous terrain units (HTU) by means of the intersection of instability factors. The statistical analysis of the HTUs and the spatial distribution of landslide (Landslide Motion Survey Product) through the use of different techniques (multivariate statistics-ANN) allows to define the lower hazard level H0, H1, H3. In this way only landslide prone areas are mapped;

  2. temporal factor analysis: reclassification of the mapped landslide in three higher hazard levels (H2, H3, H4) by taking into account the state of activity derived by the Landslide Motion Survey, monitoring data (Landslide Displacement Monitoring and traditional ones) and historical information (AVI, SCAI, IFFI databases). In particular such classification will be performed by evaluating the return periods of each mass movements. The class H4 will be defined with reference to the 2 years return period, the class H3 with reference to the 10 years return period and the H2 to the 100 years return periods. Such temporal limits have been identified by analysing the more widespread typology of landslides in the Arno River Basin.;

  3. landslide hazard mapping: overlaying of the classification based on the temporal factor on the landslide prone areas zonation. In case of differences and conflicts between the two zonations the first one will be the guide to the final one.The consequent classification in 4 hazard classes plus a hazardless area represents the final hazard map.

In Italy this product is realized only on the Arno basin.

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