Massimiliano Alvioli, Maria Teresa Brunetti, Ivan Marchesini, Silvia Peruccacci, Mauro Rossi, 2011, Nuovi sviluppi del sistema d’allertamento nazionale per la previsione del possibile innesco di frane,
pp.1–33, 2011,
Abstract
Il documento illustra le attività per il primo anno dell'Intesa Operativa (IO) n.1015 del 30 ...
Il documento illustra le attività per il primo anno dell'Intesa Operativa (IO) n.1015 del 30 agosto 2010 [DR-004] fra il Dipartimento della Protezione Civile (DPC) e il Centro di Competenza dell'Istituto di Ricerca per la Protezione Idrogeologica (CC-IRPI), del Consiglio Nazionale delle Ricerche (CNR). Le attività si inseriscono nell'ambito dell'estensione all'intesa operativa n. 619 del 20 dicembre 2006 per lo sviluppo di soglie pluviometriche per l'innesco di fenomeni franosi [DA-003], già estesa nell'ambito dell'intesa operativa n. 672 del 19 ottobre 2007 per lo sviluppo di zonazioni sinottiche della suscettibilità, della pericolosità e del rischio da frana [DA-004]. Le attività previste dalle Intese Operative si inquadrano nell'ambito dell'Accordo di Programma Quadro firmato dal Capo del Dipartimento della Protezione Civile della Presidenza del Consiglio dei Ministri, e dal Presidente del Consiglio Nazionale delle Ricerche [DA-002].
Le attività oggetto della presente Intesa Operativa sono aggiuntive e sinergiche rispetto a quelle previste dalle Intese Operative vigenti ([DA-003] e [DA-004]), e riguardano lo sviluppo del SANF, con riferimento in particolare (i) allo sviluppo delle soglie di pioggia (Cap. 2), (ii) ai modelli geo-idrologici e scenari (Cap. 3) e (iii) all'infrastruttura di sistema (Cap. 4).
Mauro Cardinali, Michele Santangelo, 2011, Carta inventario geomorfologica delle frane, Montemurro,
2011,
Abstract
Carta inventario geomorfologica delle frane ...
Carta inventario geomorfologica delle frane
Mondini A.C., Chang K.T., Yin H.-Y, 2011, Combining multiple change detection indices for mapping landslides triggered by typhoons,
Geomorphology (Amst.) 134 (2011): 440–451. doi_10.1016/j.geomorph.2011.07.021,
DOI: 10.1016%2Fj.geomorph.2011.07.021
Abstract
An important part of landslide research is the interpretation and delineation of landslides, which has ...
An important part of landslide research is the interpretation and delineation of landslides, which has increasingly been based on high-resolution satellite images in recent years. Using pre- and post-event FORMOSAT-2 satellite images as the data sources, this study presents a new method that combines four change detection techniques for mapping shallow landslides triggered by typhoons in Taiwan. The four techniques are normalized differential vegetation index (NDVI), spectral angle, principal component analysis, and independent component analysis. We apply the multiple change detection (MCD) technique to map landslides triggered by two typhoons of vastly different magnitudes. Comparisons are then made between MCD results with landslide inventory maps compiled by using a single index (change in NDVI) in one case study and visual analysis in another. Comparison results show that MCD can perform better than change in NDVI in dealing with old landslides and landslides with non-homogeneous spectral responses. MCD is also able to detect small landslides, which are often missed by visual analysis. Additionally, landslide maps prepared by MCD include runout features of sediment deposits from debris flows. A relatively fast processing chain, MCD is expected to become a useful new tool for emergency management after a typhoon event, which occurs on average four to five times a year in Taiwan.
Claudia Paola Cardozo, Francesco Bucci, Alessandro Cesare Mondini, 2011, Carta Inventario delle frane d’evento dell’area di Tartagal (Argentina),
2011,
Mondini, 2011, Carta inventario d’evento Giampilieri (2009),
2011,
Cardinali M., Santangelo M., Ardizzone F., 2011, Criteri per la zonazione geomorfologica della pericolosità e del rischio da frana. Rapporto 2,
2011,
Torri d., Borselli L., 2011, Water Erosion, Chapter 22,
Handbook of Soil Sciences (2nd edition), edited by Pan Ming Huang, Yuncong Li, Malcolm E. Sumner, pp. 22-1–22-19. Boca Raton_ CRC Press, 2011,
P. Blonda, F. Chaabene, K. Dimitropoulus, N. Gammalidi, S. Rejichi, E. Santi, C. Tarantino, D. Torri, 2011, Earth Observations for complementing vegetation definition and distribution_ an example for fire propagation,
ICST 2011, Atene, Settembre 2011,
A. Baraldi, R. Lucas, P. Blonda, V. Tomaselli, C. Tarantino, F. Lovergine, P. Mairota, R. Lucas, S. Mucher, J. Honrado, M. Bogers, V. Tomaselli, P. Dimopoulos, D. Torri, R. Labadessa, H. Nagendra, M. Niphadkar, 2011, BIO_SOS: Protocols for new on-site campaigns. Deliverable D4.3,
2011,
Brunetti MT, Rossi M, Melzner S, Guzzetti F, 2011, Statistical distribution of rockfall volumes,
ROCEXS Interdisciplinary Rockfall Workshop 2011, 2011,
Salvati Paola, Cinzia Bianchi, Fausto Guzzetti, 2011, Rapporto periodico sul rischio posto alla popolazione italiana da frane e inondazioni Anno 2011,
2011,
Raia S, Rossi M, Marchesini I, Baum R L, Godt J W, Guzzetti F, 2011, GIS framework for the tochastic distributed modelling of rainfall induced shallow landslides,
American Geophysical Union, Fall Meeting 201, 2011,
Federica Fiorucci (1,2), Michele Santangelo (1,2), Francesca Ardizzone (1), Alessandro Cesare Mondini (1,2), Dino Torri (1), and Fausto Guzzetti (1), 2011, Geometry of gullies and shallow landslides obtained from VHR stereoscopic satellite images,
Geophysical research abstracts (Online) 13 (2011).,
Abstract
In many areas, gullies and shallow landslides contribute to shape the landscape through soil mobilization ...
In many areas, gullies and shallow landslides contribute to shape the landscape through soil mobilization and loss
of soil coverage. Accurate estimation of the volume of soil eroded by gullies or mobilized by shallow slope failures
is essential for monitoring soil processes, and to quantify landscape evolution. The assessment of the volume of
the material eroded by individual gullies or mobilized by single slope failures is a difficult and uncertain operation
that requires information on the geometry (length, width, depth) of the gullies, and on the extent and surface and
subsurface geometry of the landslides. Most commonly, these measurements are obtained through extensive field
surveys, or by visual interpretation of stereoscopic aerial photographs. We present the results of a study aimed
at measuring the volume of material eroded by gullies and mobilized by shallow landslides using stereoscopic,
optical images obtained by satellite sensors. For a study area in Umbria (central Italy), where gullies and shallow
landslides are caused chiefly by prolonged rainfall and rapid snowmelt, we used stereoscopic, optical images taken
by very-high-resolution satellite sensors to recognize and map recent gullies and shallow landslides, and to obtain
measurements of the mapped features. Analysis of the stereoscopic images allowed for the measurement of_ (i)
the length and width of the individual gullies, (ii) the surface area of the shallow landslides, and (iii) the height of
the landslide escarpments, in the landslide source areas. The stereoscopic images used for the experiment were_ (i)
panchromatic images acquired by the WorldView satellite sensor on 8 March 2010, and (ii) panchromatic images
taken by the GeoEye satellite sensor on 27 May 2010. All the satellite images used for the experiment have a
ground sampling distance, GSD = 50 cm. This spatial resolution is adequate for mapping and measuring most
of the shallow landslides, and is probably sufficient to detect and map many gullies in the study area. Ground
information used to calibrate and validate the interpretation of the satellite images and the associated geometrical
measurements was acquired through specific field surveys in the period from March to May 2010. We discuss the
results obtained in view of their relevance for (i) the systematic characterization of the geometry of the gullies and
the shallow landslides, (ii) the calculation of the volume of the material eroded by gullies or mobilized by shallow
landslides, and (iii) the computation of the rates of soil erosion and landslide mobilization, in the study area. We
further consider the advantages and potential limitations of the use of very-high-resolution stereoscopic satellite
images to detect, map, and measure gullies and shallow landslides in different physiographical environments.
Marchesini I, Amato L, Balducci V, Dello Buono d, Izzi F, La Scaleia G, Maio D, Rossi M, Tonelli G, Guzzetti F, 2011, A SPATIAL DATA INFRASTRUCTURE TO DISSEMINATE INFORMATION ON GEO-HYDROLOGICAL HAZARD AND RISK IN ITALY,
EGU 2011, vienna, 03 - 08 April 2011,
Brunetti MT, Cardinali M, Fiorucci F, Guzzetti F, Santangelo M, Mancinelli P, Komatsu G, Goto K, Saito H, 2011, Mapping, classification and statistics of mass movements in Valles Marineris, Mars,
America Geophysical Union 2011 Fall Meeting, San Francisco, California, 5-9 Dec,
Abstract
An unprecedented spatial detail of the Mars surface is accessible using high and ultra-high-resolution images ...
An unprecedented spatial detail of the Mars surface is accessible using high and ultra-high-resolution images and data by the High-Resolution Stereo Camera (HRSC) on-board the ESA Mars Express satellite, by the Mars Orbiter Laser Altimeter (MOLA), on-board the NASA Mars Global Surveyor, and by the High Resolution Imaging Science Experiment (HiRISE) camera on-board the NASA Mars Reconnaissance Orbiter. The images have spatial resolutions adequate to detect and map mass movements, allowing for the compilation of a nearly complete geomorphological landslide inventory, above a minimum size threshold. In the study area located in Valles Marineris, we visually identified and mapped 179 landslides (including escarpments, source areas, and deposits) using interpretation criteria adopted by geomorphologists to map terrestrial landslides. This is a significantly larger number of slope failures than previously reported. Areas of the individual failures span in the range 1.3×10^5 m^2 < A < 2.6×10^9 m^2. Adopting a classification commonly used to catalogue terrestrial mass movements, slope failures recognized and mapped in the study area were classified in three main types_ (i) deep-seated slides, including rock slides, complex and compound failures, (ii) flows, including shallow debris flows and debris avalanches, and deep-seated rock avalanches, and (iii) rock glaciers. For mass movements of the slide type, multiple generations of failures were recognized. For a subset of 76 mass movements of the slide type, including deep-seated slides, rock slides, complex and compound failures we have determined the planimetric area in a GIS. For 46 slides we have estimated the volume of the deposit. Using this information, we obtained the probability density of the landslide areas, p(A), and of the landslide volumes, p(V), and compared it with the corresponding probability density of terrestrial landslides. We found that_ (a) mass movements of the slide type on Mars are significantly larger than similar mass movements on Earth, (b) the proportion of very large landslides (A > 10^7 m^2), compared to the small and medium size failures, is significantly larger on Mars than on Earth, while (c) the distribution of landslide volumes is similar to that found on Earth.
Pasquale Iaquinta, Ivan Marchesini, Francesca Ardizzone, 2011, Geonetwork Services – Guida tecnica – Manuale per la connessione ai servizi GIS,
2011,
Pasquale Iaquinta, Ivan Marchesini, Francesca Ardizzone, Giulio Iovine, 2011, Geonetwork Services – Guida tecnica – Manuale per la compilazione dei metadati,
2011,
Paola Reichenbach, Francesca Ardizzone, Alessandro Mondini, Sandro Moretti, Nicola Casagli, Chiara Del Ventisette, Andrea Ciampalini, Magdalena Czarnogorska, Zbigniew Kowalski, Maria Surala, Rosa María Mateos, Gerardo Herrera Garcia, Inmaculada Garcia Moreno, Hugo Raetzo, Balázs Füsi, Károly Rádi, 2011, Progetto DORIS.D5.1 Large scale thematic maps for selected test-sites (1:50.000),
2011,
Abstract
The scope of this document is to describe the six study areas located in Europe ...
The scope of this document is to describe the six study areas located in Europe selected for the DORIS downstream service. Two study areas are located in Italy, and one study area in each of the following European Countries_ Hungary, Poland, Spain, and Switzerland. For the selected study areas we describe the main characteristics, including_ (i) the country, (ii) the geographical coordinates, (iii) the dominant physiographical setting, (iv) the main types of ground deformation phenomena that will be investigated, (v) a brief description of the area, (vi) a list of the thematic available information (vii) a list of the expected products and (viii) a list of selected scientific and technical reports available in the test area.
Ivan Marchesini, Mauro Rossi, Fausto Guzzetti, Gabriele Tonelli, 2011, CC-DPC – Rapporto su “Aggiornamento del software per la previsione dei dissesti. Individuazione e revisione dei livelli di criticità. Sviluppo di software e integrazione con sistema informativo DPC”,
2011,
Abstract
Nell'ambito dell'Intesa Operativa tra Dipartimento della Protezione Civile (DPC) e l'Istituto
di Ricerca per la Protezione ...
Nell'ambito dell'Intesa Operativa tra Dipartimento della Protezione Civile (DPC) e l'Istituto
di Ricerca per la Protezione Idrogeologica (IRPI) del Consiglio Nazionale delle Ricerche
(CNR) è stato realizzato il Sistema d'Allertamento Nazionale per il possibile innesco di
Fenomeni franosi indotti da piogge (SANF). Tale sistema è basato sul confronto tra soglie
empiriche Intensità-Durata di pioggia (ID) per il possibile innesco di fenomeni franosi e dati
di pioggia misurata (dalla rete pluviometrica nazionale) e prevista (dal modello LAMI)
messi a disposizione dal DPC attraverso la piattaforma.
Nel corso del periodo di funzionamento è stato possibile individuare diverse aree di
miglioramento del sistema. In particolare è stato possibile (a) correggere alcuni
malfunzionamenti del sistema, (b) inserire nuove funzionalità utili alla corretta
interpretazione delle previsioni del sistema; e (c) identificare nuove informazioni utili alla
corretta individuazione della possibile occorrenza di fenomeni franosi sul territorio
nazionale.
Il documento descrive le nuove funzionalità e i nuovi dati implementati nel sistema di
allertamento. In particolare l'attività svolta ha riguardato_ (i) la stima della qualità/affidabilità
dei pluviometri della rete nazionale (Capitolo 2); (ii) la generazione di livelli
criticità/suscettibilità combinati (Capitolo 3); (iii) le modifiche apportate all'interfaccia
WebGIS concernenti la generazione di avvisi di malfunzionamento del sistema e
l'integrazione di nuove mappe e strumenti per l'interrogazione dei dati sia a livello
geografico che di database (Capitolo 4), e (iv) l'aggiunta di nuovi layer ai servizi standard
OGC, generati dalla Spatial Data Infrastructure IRPI ai fini dell'integrazione con il Sistema
Informativo del Dipartimento di Protezione Civile (SI-DPC).
Fiorucci F., Brunetti M. T., Santangelo M., Cardinali M., Mancinelli P., Komatsu G., Goto K., Saito H., Guzzetti F., 2011, Classification and statistics of landslides in the Valles Marineris, Mars,
Planetary Geology Field Symposium- PERC 2011, 2011,
Ivan Marchesini, 2011, WebGIS IRPI Perugia,
2011,
Abstract
The WebGIS interface to the cartographic products of IRPI-CNR Perugia (Geomorphology Group) ...
The WebGIS interface to the cartographic products of IRPI-CNR Perugia (Geomorphology Group)
Ivan Marchesini, Massimiliano Alvioli, Mauro Rossi, 2011, Servizi cartografici OWS (WMS, WSF, WCS, WPS) di IRPI Perugia,
2011,
Abstract
OMS Service allows to consult thematic cartographic information through the most common Desktop GIS tools.
Some ...
OMS Service allows to consult thematic cartographic information through the most common Desktop GIS tools.
Some of the layers are freely accessible, some others require password. The protected layers are reserved to Italian Department of Civil Protection (DPC) and other Institutions.
P. Reichenbach, A. Guenther and T.Glade, 2011, Landslide hazard and risk assessment at different scales,
, 2011,
Abstract
The special issue of Natural Hazards and Earth System Sciences entitled "Landslide hazard and risk ...
The special issue of Natural Hazards and Earth System Sciences entitled "Landslide hazard and risk assessment at different scales" contains six of more than 20 oral and poster contributions originally presented in the session NH3.9 Landslide risk assessment methods and strategies held at the General Assembly of the European Geosciences Union, in Vienna (Austria), on 2-7 April 2010. The mainly aims of the session were_ i) to present contributions dealing with heuristic, statistical, deterministic or physical based methods and models to evaluate landslide susceptibility and hazard and ii) to evaluate qualitative or quantitative vulnerability and risk estimates in different areas based on different data. During the session have been discussed contributions dealing with landslide hazard and risk assessment at local, regional or national scale, in different physiographic, climatic and geological settings.
S. Peruccacci (1), M.T. Brunetti (1), S. Luciani (1,2), C. Vennari (2), F. Guzzetti (1), 2011, The role of lithology and season on rainfall thresholds for the initiation of landslides in central Italy,
AGU Fall Meeting 2011, 2011,
Abstract
We compiled a catalogue of 442 rainfall events with landslides in the Abruzzo, Marche, and ...
We compiled a catalogue of 442 rainfall events with landslides in the Abruzzo, Marche, and Umbria regions, central Italy, in the period 2002-2010. The landslide information was obtained through the analysis of national, regional, and local newspapers, and reports of landslide events compiled by fire brigades. For each rainfall event that has resulted in one or more landslides, we calculated the cumulated rainfall E (mm) and the duration D (h) of the rainfall event, using a dense network of 150 rain gauges. Landslides were mapped as single points using Google Earth®. We exploited the catalogue to determine new cumulated event rainfall - rainfall duration (ED) thresholds. To determine the ED thresholds, we modified a Frequentist probabilistic method first proposed to determine ID thresholds. The method assumes that the threshold curve is a power law E = ? × D^?, where E is the cumulated rainfall (mm), D is the duration of the rainfall event (h), ? is a scaling constant (the intercept), and ? is the slope of the power law curve. We improved the method adopting a bootstrapping statistical technique to evaluate the uncertainties in the parameters that define the threshold curve model, and the sensitivity (robustness) of the thresholds to the number of (D,E) data points in the empirical data set. We determined ED thresholds for 1% and 5% exceedance probability levels for the entire study area, and for the three individual regions that comprise the study area (Abruzzo, Marche, and Umbria). To investigate the role of lithology and season on the occurrence of rainfall-induced landslides, we segmented the rainfall ED data by the main lithological domains in the study area (i.e., Post-Orogenic sediments, Flysch deposits, and Carbonate rocks), and season of the events (May - September, October - April). Comparison of the ED thresholds indicates that the cumulated amount of rainfall necessary to trigger landslides in Flysch deposits is larger than in Post-Orogenic sediments and Carbonate rocks, and that the thresholds for Post-Orogenic sediments and Carbonate rocks were statistically indistinguishable in the study area. The seasonal thresholds are statistically different for D < 12 h, and for D > 100 h. In particular, for short rainfall periods (D < 12 h) the cumulated rainfall required to initiate landslides is higher in the summer period May - September than in the period October - April. The results obtained are applicable for landslide forecasting based on empirical rainfall thresholds, and have implications for landslide hazard and risk assessment.
Peruccacci S., Brunetti M.T., Luciani S., Rossi M., Cardinali M., Guzzetti F., 2011, RAPPORTO SULLA DEFINIZIONE DI SOGLIE PLUVIOMETRICHE REGIONALI E SUB-REGIONALI PER LA REGIONE UMBRIA.,
2011,
Lacava Teodosio, Brocca Luca, Giustarini Laura, Matgen Patrick, Moramarco Tommaso, Pergola Nicola, Tramutoli Valerio., 2011, Assessing multi-sensor (SMOS, AMSR-E and ASCAT) satellite-based soil moisture products with in-situ observations.,
1st SMOS Science Workshop, Arles, France, 27 - 29 September 2011,
T. Lacava, L. Brocca, G. Calice, F. Melone, T. Moramarco, N. Pergola, V. Tramutoli, 2011, Soil moisture variations monitoring by AMSU-based soil wetness indices,
CNR Highlights 2009-2010, pp. 70–71, 2011,
Brocca, L., Melone, F., Moramarco, T., Wagner, W., 2011, What perspective in remote sensing of soil moisture for hydrological applications,
Remote Sensing for Agriculture, Ecosystems, and Hydrology, edited by Christopher M. U. Neale; Antonino Maltese, 2011,
Barbetta S., Brocca L., Maccioni P., Melone F., Moramarco T., Tarpanelli A., Zucco G., 2011, Redazione di mappe delle aree allagabili nei tratti fluviali reticolo secondario Fiume Tevere – Relazione Finale’,
2011,
Barbetta S., Brocca L., Melone F., Moramarco T., 2011, Il modello di previsione dei livelli STAFOM-RCM: stima dell’incertezza (Integrazione),
2011,
Barbetta S., Brocca L., Corradini C., Melone F., Moramarco T., 2011, Il misuratore di portata di Orvieto_ analisi dei dati acquisiti e valutazione dell’accuratezza della misura – Agosto 2012-Maggio 2011,
2011,
Rampini A., G. Bordogna, P. Carrara, M. Pepe, M. Antoninetti, A. Mondini, P. Reichenbach, 2011, Modelling landslides susceptibility by fuzzy emerging patterns.,
Second World Landslide Forum, Roma, 2011,
Brocca, L., Hasenauer, S., Lacava, T., Melone, F., Moramarco, T., Wagner, W., Dorigo, W., Matgen, P., Martínez-Fernández, J., Llorens, P., Latron, J., Martin, C., Bittelli, M., 2011, Soil moisture estimation through ASCAT and AMSR-E sensors_ An intercomparison and validation study across Europe,
Remote sensing of environment 115 (2011): 3390–3408.,
Abstract
Global soil moisture products retrieved from various remote sensing sensors are becoming readily available with ...
Global soil moisture products retrieved from various remote sensing sensors are becoming readily available with a nearly daily temporal resolution. Active and passive microwave sensors are generally considered as the best technologies for retrieving soil moisture from space. The Advanced Microwave Scanning Radiometer for the Earth observing system (AMSR-E) on-board the Aqua satellite and the Advanced SCATterometer (ASCAT) on-board the MetOp (Meteorological Operational) satellite are among the sensors most widely used for soil moisture retrieval in the last years. However, due to differences in the spatial resolution, observation depths and measurement uncertainties, validation of satellite data with in situ observations and/or modelled data is not straightforward. In this study, a comprehensive assessment of the reliability of soil moisture estimations from the ASCAT and AMSR-E sensors is carried out by using observed and modelled soil moisture data over 17 sites located in 4 countries across Europe (Italy, Spain, France and Luxembourg). As regards satellite data, products generated by implementing three different algorithms with AMSR-E data are considered_ (i) the Land Parameter Retrieval Model, LPRM, (ii) the standard NASA (National Aeronautics and Space Administration) algorithm, and (iii) the Polarization Ratio Index, PRI. For ASCAT the Vienna University of Technology, TUWIEN, change detection algorithm is employed. An exponential filter is applied to approach root-zone soil moisture. Moreover, two different scaling strategies, based respectively on linear regression correction and Cumulative Density Function (CDF) matching, are employed to remove systematic differences between satellite and site-specific soil moisture data. Results are shown in terms of both relative soil moisture values (i.e., between 0 and 1) and anomalies from the climatological expectation.
Among the three soil moisture products derived from AMSR-E sensor data, for most sites the highest correlation with observed and modelled data is found using the LPRM algorithm. Considering relative soil moisture values for an similar to 5 cm soil layer, the TUWIEN ASCAT product outperforms AMSR-E over all sites in France and central Italy while similar results are obtained in all other regions. Specifically, the average correlation coefficient with observed (modelled) data equals to 0.71 (0.74) and 0.62 (0.72) for ASCAT and AMSR-E-LPRM, respectively. Correlation values increase up to 0.81 (0.81) and 0.69 (0.77) for the two satellite products when exponential filtering and CDF matching approaches are applied. On the other hand, considering the anomalies, correlation values decrease but, more significantly, in this case ASCAT outperforms all the other products for all sites except the Spanish ones. Overall, the reliability of all the satellite soil moisture products was found to decrease with increasing vegetation density and to be in good accordance with previous studies. The results provide an overview of the ASCAT and AMSR-E reliability and robustness over different regions in Europe, thereby highlighting advantages and shortcomings for the effective use of these data sets for operational applications such as flood forecasting and numerical weather prediction.
Maccherini, S.; Marignani, M.; Gioria, M.; Renzi, M.; Rocchini, D.; Santi, E.; Torri, D.; Tundo, J.; and Honnay, O., 2011, Determinants of plant community composition of remnant biancane badlands_ a hierarchical approach to quantify species-environment relationships.,
Applied vegetation science 1 (2011): 1–10.,
Tarpanelli A., Barbetta S., Melone F., Moramarco T., 2011, Fosso Sciola_ Aree Allagabili Tempo di Ritorno 50 anni,
2011,
Tarpanelli A., Tullo T., Barbetta S., Melone F., Moramarco T., 2011, Fosso Schiglie_ Fasce Fluviali,
2011,
Tarpanelli A., Tullo T., Barbetta S., Melone F., Moramarco T., 2011, Fosso Schiglie_ Aree Allagabili Tempo di Ritorno 500 anni,
2011,
Tarpanelli A., Tullo T., Barbetta S., Melone F., Moramarco T., 2011, Fosso Schiglie_ Aree Allagabili Tempo di Ritorno 200 anni,
2011,
Tarpanelli A., Tullo T., Barbetta S., Melone F., Moramarco T., 2011, Fosso Schiglie_ Aree Allagabili Tempo di Ritorno 100 anni,
2011,
Tarpanelli A., Tullo T., Barbetta S., Melone F., Moramarco T., 2011, Fosso Schiglie_ Aree Allagabili Tempo di Ritorno 50 anni,
2011,
Tarpanelli A., Barbetta S., Melone F., Moramarco T., 2011, Torrente Tribio_ Fasce Fluviali,
2011,
Tarpanelli A., Barbetta S., Melone F., Moramarco T., 2011, Torrente Tribio_ Aree Allagabili Tempo di Ritorno 500 anni,
2011,
Tarpanelli A., Barbetta S., Melone F., Moramarco T., 2011, Torrente Tribio_ Aree Allagabili Tempo di Ritorno 200 anni,
2011,
Tarpanelli A., Barbetta S., Melone F., Moramarco T., 2011, Torrente Tribio_ Aree Allagabili Tempo di Ritorno 100 anni,
2011,
Tarpanelli A., Barbetta S., Melone F., Moramarco T., 2011, Torrente Tribio_ Aree Allagabili Tempo di Ritorno 50 anni,
2011,
Maccioni P., Tarpanelli A., Barbetta S., Melone F., Moramarco T., 2011, Torrente Corno_ Fasce Fluviali,
2011,
Maccioni P., Tarpanelli A., Barbetta S., Melone F., Moramarco T., 2011, Torrente Corno_ Aree Allagabili Tempo di Ritorno 500 anni,
2011,
Maccioni P., Tarpanelli A., Barbetta S., Melone F., Moramarco T., 2011, Torrente Corno_ Aree Allagabili Tempo di Ritorno 200 anni,
2011,
Maccioni P., Tarpanelli A., Barbetta S., Melone F., Moramarco T., 2011, Torrente Corno_ Aree Allagabili Tempo di Ritorno 100 anni,
2011,
Maccioni P., Tarpanelli A., Barbetta S., Melone F., Moramarco T., 2011, Torrente Corno_ Aree Allagabili Tempo di Ritorno 50 anni,
2011,
