Products Products & Services

3DA: Threedimensional Displacement Analysis

The 3DA software is a new procedure that allows retrieving in near-real-time 3D surface deformation models starting from data acquired via robotized total stations or others system that acquire the surface displacements. The measurements are first pre-processed and then implemented on 3D maps that include vector arrows representative of the intensities and of the real directions of motion in a given system of coordinates. The 3D surface ...

DBROTTE: Web-based relational database on the main levee breaches of the Po River (Northern Italy)

This is the web-based relational database on the main levee breaches of the Po River (Italy), which have occurred since the year 1800. The database contains more than 200 fact sheets that show the information for each levee failure. For each fact sheet are attached documents and maps. The access is free of charge. This database may provide a valid support in the design of defense interventions directed at the prevention and mitigation of ...

SedInConnect: Sediment Connectivity Assessment

SedInConnect is a stand-alone application for the computation of the Sediment Connectivity Index (Cavalli et al., 2013, Crema et al., 2015). The software has been developed in the frame of the SedAlp project, funded by the Alpine Space Programme (European Territorial Cooperation 2007-2013) The output of the applied model is a topography-based index aiming at evaluating the potential connection between hillslopes and features acting as targets ...

Data on maximum annual rainfall in north-eastern Italy

The database includes annual maximum rainfall corresponding to durations of 1, 3, 6, 12, 24 hours and 1, 2, 3, 4, 5 days for approximately 800 raingauges in north-eastern Italy (Trentino, Alto Adige, Veneto and Friuli Venezia Giulia). The database contains data until 1997 for the Autonomous Province of Bozen-Bolzano, 1990 for the Autonomous Province of Trento, and 1996 for Veneto and Friuli Venezia ...

PRESSCA: Forecasting system for geo-hydrological risk

Real time evaluation of the rainfall and soil moisture conditions over the analysis grid point, and the combination with the available vulnerability and susceptibility information for the definition of the dynamic risk ...

Hydraulic hazard maps

Hydraulic hazard maps for return periods of 50, 100, 200 and 500 ...

Operational systems for flood wave forecasting (MISDc and STAFOM-RCM models) and flooding prediction (KS model)

Semi-distributed continuous hydrological model (MISDc) for real-time soil moisture estimate and river discharge prediction in the Upper-Middle Tiber River basin; flood wave routing model (STAFOM-RCM) for stage hydrograph forecasting at some selected hydrometric stations in the Tiber River basin; Rainfall-runoff database coupled with the kinematic model KS for an expeditious estimate of probability flooding ...

Levees vulnerability database

National levees database, where the levees are identified by a code consisting in two parts: the first one identifies the river; the second one is a sequential number increasing from downstream to upstream. For each levee the location, the characteristics and topographic surveys are reported along with vulnerability to overtopping and piping, flood hazard maps and information about levee inspection and ...

LSMM: Landslide Susceptibility Models and Maps

A landslide susceptibility map forecasts where landslides are expected to occur in the future based on terrain conditions, including local morphological, geological, and land use settings. Using different colors, a landslide susceptibility map shows forecasted levels of landslide susceptibility in a region. Using specific software, LSMMs can be prepared whene new landslides or new environmental (e.g., morphological, geological, land use) data ...

Numerical modelling of instability and deformation processes of soils and rocks

Based on the application of numerical modelling techniques, CNR – IRPI can provide consulting services on stability/instability conditions and kinematical evolution of potentially unstable slopes, underground caves, embankments, open-pit mines, landfills and any other type of natural or man-made soil/rock structure at ...