Marchi L., Crema S., 2018, Data on debris-flow volumes in northeastern Italy,
2018,
Abstract
This catalog presents data for 809 debris flows that occurred in 537 basins in mountainous ...
This catalog presents data for 809 debris flows that occurred in 537 basins in mountainous areas of northeastern Italy between the mid-19th century and 2016. The region considered covers an area of approximately 22,000 km^2^. For each record, debris-flow volume, year of occurrence, drainage basin area, and the geographical coordinates of the basin outlet are reported. The sources of debris-flow volume data are classified into four classes_ historical data from the literature and unpublished written sources; post-event surveys; debris-flow hydrographs measured in instrumented catchments; topographic measurements in sediment traps.
Samuele Segoni (1), Luca Piciullo (2), Stefano Luigi Gariano (3), 2018, Preface: Landslide early warning systems_ monitoring systems, rainfall thresholds, warning models, performance evaluation and risk perception,
Natural hazards and earth system sciences (Online) 18 (2018): 3179–3186. doi_10.5194/nhess-18-3179-2018,
DOI: 10.5194%2Fnhess-18-3179-2018
Daniele Giordan1, Yuichi S. Hayakawa2, Francesco Nex3, Paolo Tarolli4, 2018, Preface: The use of remotely piloted aircraft systems (RPAS) in monitoring applications and management of natural hazards,
Natural hazards and earth system sciences (Online) (2018): 3085–3087. doi_10.5194,
DOI: 10.5194
Abstract
In the special issue The use of remotely piloted aircraft systems (RPAS) in monitoring applications ...
In the special issue The use of remotely piloted aircraft systems (RPAS) in monitoring applications and management of natural hazards we propose a collection of papers that provide a critical description of the state of the art in the use of RPAS for different scenarios. In particular, the sequence of papers can be considered an exhaustive representation of the state of the art of the methodologies and approaches applied to the study and management of natural hazards.
Daniele Giordan
Paolo Allasia
Niccolò Dematteis, 2018, SISTEMA DI MONITORAGGIO SPERIMENTALE DEL FRONTE GLACIALE DEL GHIACCIAIO DI PLANPINCIEUX RELAZIONE FINALE DI PROGETTO PER IL 2018,
2018,
Abstract
RELAZIONE FINALE DI PROGETTO PER IL 2018 ...
RELAZIONE FINALE DI PROGETTO PER IL 2018
Daniele Giordan
Paolo Allasia
Niccolò Dematteis, 2018, SISTEMA DI MONITORAGGIO SPERIMENTALE DEL FRONTE GLACIALE DEL GHIACCIAIO DI PLANPINCIEUX REPORT DI INIZIO ATTIVITA DEL 2018,
2018,
Abstract
REPORT DI INIZIO ATTIVITA DEL 2018 ...
REPORT DI INIZIO ATTIVITA DEL 2018
Daniele Giordan
Paolo Allasia
Niccolò Dematteis, 2018, SISTEMA DI MONITORAGGIO SPERIMENTALE DEL FRONTE GLACIALE DEL GHIACCIAIO DI PLANPINCIEUX RELAZIONE DI AVANZAMENTO LAVORI DEL PERIODO GENNAIO-LUGLIO 2018,
2018,
Abstract
RELAZIONE DI AVANZAMENTO LAVORI DEL PERIODO GENNAIO-LUGLIO 2018 ...
RELAZIONE DI AVANZAMENTO LAVORI DEL PERIODO GENNAIO-LUGLIO 2018
Daniele Giordan
Paolo Allasia
Niccolò Dematteis, 2018, SISTEMA DI MONITORAGGIO SPERIMENTALE DEL FRONTE GLACIALE DEL GHIACCIAIO DI PLANPINCIEUX RELAZIONE DI AVANZAMENTO LAVORI DEL PERIODO LUGLIO-AGOSTO 2018,
2018,
Abstract
RELAZIONE DI AVANZAMENTO LAVORI DEL PERIODO LUGLIO-AGOSTO 2018 ...
RELAZIONE DI AVANZAMENTO LAVORI DEL PERIODO LUGLIO-AGOSTO 2018
Daniele Giordan
Paolo Allasia
Niccolò Dematteis, 2018, SISTEMA DI MONITORAGGIO SPERIMENTALE DEL FRONTE GLACIALE DEL GHIACCIAIO DI PLANPINCIEUX,
2018,
Abstract
RELAZIONE DI AVANZAMENTO LAVORI DEL PERIODO AGOSTO-SETTEMBRE 2018 ...
RELAZIONE DI AVANZAMENTO LAVORI DEL PERIODO AGOSTO-SETTEMBRE 2018
Parise Mario, Luca Pisano, Isabella Serena Liso, Vittoria Dragone, Pierpaolo Limoni, Luigi Spalluto, Veronica Zumpano, Fabio Barnaba, Luciana Giornetti, 2018, Relazione finale relativa alle Attività prioritarie dell’art. 45″Interventi per esplorazione dei fenomeni carsici” comma 1 della L.R. n. 45 del 30,
pp.1–55, 2018,
Abstract
Il progetto ha riguardato due grotte naturali del territorio pugliese_ l'Inghiottitoio di Masseria Rotolo (PU ...
Il progetto ha riguardato due grotte naturali del territorio pugliese_ l'Inghiottitoio di Masseria Rotolo (PU 355 nel Catasto delle Grotte Naturali della Regione Puglia), in territorio di Monopoli e Alberobello, e la Vora Bosco (PU 1613 nel Catasto delle Grotte Naturali della Regione Puglia), in territorio di Noha, frazione di Galatina (provincia di Lecce). Si tratta delle due cavità che, sebbene a profondità diverse (-264 m dalla superficie a Grave Rotolo, e -72 m a Vora Bosco, sulla base dei rilievi precedenti questo progetto) raggiungono direttamente la falda acquifera profonda, consentendo un accesso diretto alle acque e la possibilità di monitoraggi in continuo.
Le attività svolte di monitoraggio di campo hanno fornito le prime, utilissime, indicazioni sull'andamento dei percorsi preferenziali del flusso idrico nei due sistemi carsici presi in esame.
Monserrat O.; Barra A.; Herrera G.; Bianchini S.; Lopez C.; Onori R.; Reichenbach P.; Sarro R.; Mateos R.M.; Solari L.; Liguerzana S.; Carralero I.P., 2018, SAFETY project_ Sentinel-1 based tools for geohazards monitoring and management,
GeoInformation For Disaster Management, pp. 351–355, Istanbul, Turkey, 18-21 March 2018,
Abstract
SAFETY is a two-years European project started the 1st January 2016 and ended the 1st ...
SAFETY is a two-years European project started the 1st January 2016 and ended the 1st January 2018. The general aim of the project was to develop a methodology and tools in order to exploit Sentinel-1 data for detecting and monitoring the activity state of geohazards (e.g. landslides, volcanic and subsidence) and evaluating their impact on built-up areas and infrastructure networks, at a regional scale. The products of the methodology must support Civil Protection Authorities (CPA) in the risk management activities at a regional scale. In this contest, a strong effort has been spent to generate products that must be operative_ reliable and easily to read by users who are not familiar with radar data. The developed procedure is fast, periodically repeatable, and case-adaptable. The methodology, allows the full exploitation of Sentinel-1 constellation data (wide area coverage, high temporal repeatability, freely available data) making feasible long term monitoring plannings. Moreover a free software tool for the Sentinel-1 SAR data processing has been developed. This work presents the developed methodology, through some images of the most significant results obtained over the two test sites of the project (the Canary Island, in Spain, and the Volterra municipality, in Italy), and explains both the strengths and the main lessons learnt for the future steps.
Barra, A., Monserrat, O., Solari, L., Herrera, G., Lopez, C., Onori, R., Reichenbach P., Gonzalez-Alonso E., Mateos R.M. Biancini S., & Crosetto, M, 2018, The Safety Project_ Sentinel-1 for the Management of Geological Risk,
Risk Analysis 2018, pp. 247–258, Seville, Spain, 6 - 8 June 2018,
Abstract
SAFETY (Sentinel-1 for geohazards regional monitoring and forecasting - safety.cttc.es) is a two-year research project ...
SAFETY (Sentinel-1 for geohazards regional monitoring and forecasting - safety.cttc.es) is a two-year research project funded under the ECHO (European Civil Protection and Humanitarian Aid Operations)
call "Prevention and preparedness projects in Civil Protection and marine pollution", which started on the 1st January 2016. The mission of the project was to improve the efforts in detecting and mapping
geohazards (i.e. landslide, volcanic and subsidence), by assessing their activity and evaluating their impact on built-up areas and infrastructure networks through space-borne radar data. This goal has been
achieved through the use of Sentinel-1 DInSAR (Differential Synthetic Aperture Radar Interferometry) derived products and the development of software tools. The most challenging part concerned the semi-
automatic generation of derived maps to be easily interpreted and exploited in the geohazard management by the Civil Protection Authorities, which are not usually familiar with DInSAR products.
This work provides an overview of the project activities, describing the developed procedure, the main outcomes, and the most significant results obtained over the two test sites of the project_ the Canary
Islands (Spain) and the Volterra municipality (Italy). The main goal of this work is to present the potentialities of Sentinel-1 interferometry as a regular complementary input for the regional scale
risk management.
PASCULLI A(a)., CINOSI J.(a), TURCONI L.(b), SCIARRA N.(a), LUINO F.(b), 2018, Rheological parametric study of an Alpine wet debris flow event (Novalesa, Torino, Italy) applying the Finite Volume Method (FVM). Comparison with available experimental data,
6° Congresso Nazionale della ASSOCIAZIONE ITALIANA DI GEOLOGIA APPLICATA E AMBIENTALE (A.I.G.A.), Courmayeur (AO), 27/06/2018, 29/06/2018,
Abstract
The Marderello torrent, located at an altitude ranging from 3538m to 900 m above sea ...
The Marderello torrent, located at an altitude ranging from 3538m to 900 m above sea level (Novalesa, Cenischia Valley, in Province of Turin) is known for its peculiar capability to generate, with relative frequency, important mud flows and debris (muddy debris flow). Accordingly, the CNR-IRPI (National Research Council) of Turin, since more than twenty years ago, selected this site in order to carry out field observations and measurements campaign. In this paper the muddy-debris flow event, occurred and monitored on July 22, 2016, was considered. The simulation of debris flow phenomena was performed by a 2D Finite Volume Method, solving PDE (Partial Differential Equation) based on the shallow-water approach, through a commercial numerical software. The mathematical-numerical model, beside hydrodynamic model, may also include solid transport and movable river bottom, not explored yet at this stage of the research. First of all a morphological vectorial model of the basin under study was created and implemented as inputs. The inflow boundary conditions, deriving from the hydrogram consisting of values measured at the monitoring gauge were considered. Several parametric analysis were performed in order to individuate the best values fitting the experimental data concerning the estimated height of the front over time. To this purpose, different available rheological options such as Turbulent-Coulomb, Turbulent-Yield, Turbulent- Coloumb-Yield, and Full Bingham were selected and tested. The comparison with the values collected by the monitored event allowed to define the best values of the parameters to be used. The selected approach and the related model construction can be considered useful and suitable tools in order to study and to simulate this kind of phenomena.
Fabio Luino, Laura Turconi, Nicola Surian, Maria Rita Minciardi, Luisa Pellegrini, Luca Franzi, Gian Luigi Rossi, Nico Bazzi, Ilenia Bresciani, Matteo Collimedaglia, Massimiliano Senesi, Tommaso Simonelli, Simone Ciadamidaro, Franco Godone, Marco Baldo, Adriano Aimar, 2018, Proposta di gestione integrata di corsi d’acqua nelle Alpi centrali,
Atti del IV Convegno Italiano sulla Riqualificazione Fluviale, pp. 51–54, Bologna, 23/10/2018, 25/10/2018,
Abstract
L'analisi integrata rappresenta l'unico strumento oggettivo di valutazione dello stato di un corso d'acqua, su ...
L'analisi integrata rappresenta l'unico strumento oggettivo di valutazione dello stato di un corso d'acqua, su cui si deve basare il processo di elaborazione di uno stato di progetto, elaborando quindi gli strumenti operativi richiesti dalle normative. Considerando il sistema fiume nel suo concetto più ampio sono stati delineati gli approcci metodologico-operativi per la conduzione di uno studio integrato.
Il progetto di studio ha previsto un approccio dall'analisi alla sintesi di analisi lo stato morfologico dei corsi d'acqua e della loro tendenza evolutiva. Questo al fine (i) di avere a disposizione un quadro complessivo di più immediata lettura e (ii) di definire alcuni aspetti chiave che concorrono, assieme alle altre componenti analizzate in questo studio (trasporto solido, aspetti ambientali), ad individuare possibili indirizzi gestionali.
La ricerca condotta ha avuto lo scopo di analizzare con un approccio integrato e multidisciplinare alcune aste idrografiche di grande importanza dell'arco alpino, quali il Fiume Mera, il Fiume Adda e il Fiume Oglio nei loro tratti sopralacuali, note rispettivamente come Valchiavenna e Valtellina, afferenti il Lago di Como, e Valcamonica afferente il Lago di Iseo.
L'analisi ha interessato l'evoluzione storica dell'andamento planimetrico degli alvei, le caratteristiche granulometriche dei sedimento, la presenza di opere idrauliche, le tendenze evolutive dal punto di vista morfologico, lo stato delle cenosi vegetali e l'uso del suolo presente nel corridoio fluviale, le componente idraulica ed il trasporto solido.
L'insieme delle valutazione effettuate per i diversi comparti presi in considerazione ha permesso di effettuare una valutazione integrata dell'attuale configurazione dei corsi d'acqua, attraverso l'utilizzo di una serie di indicatori di sintesi riferiti alla componente geomorfologica, alla componente vegetazionale e di uso del suolo, alla componente idraulica e al trasporto solido.
Roccati, Anna; Luino, Fabio; Turconi, Laura; Piana, Pietro; Watkins, Charles; Faccini, Francesco, 2018, Historical Geomorphological Research of a Ligurian Coastal Floodplain (Italy) and Its Value for Management of Flood Risk and Environmental Sustainability,
Sustainability (Basel) 10 (2018). doi_10.3390/su10103727,
DOI: 10.3390%2Fsu10103727
Abstract
The alluvial plain of the Entella River (Eastern Liguria), historically affected by damaging flood events, ...
The alluvial plain of the Entella River (Eastern Liguria), historically affected by damaging flood events, has been heavily modified over the past 250 years by human activity and natural processes. A qualitative and quantitative analysis of the morphological and land use evolution of the Entella floodplain since the 18th century was carried out using base maps and aerial photos ranging from 1758 to 2016. These diverse sources were Geographical Information System (GIS) georeferenced. Additional information on land-use change was gathered from historical documents and recent research reports. The main transformations to the floodplain include morphological changes, e.g., narrowing, channelization, displacement of the river channel and the advance of the coastal line due to fills and embankments. In addition, there has been very significant urbanization with loss of vegetated and agricultural areas. Our results indicate the primary role of human disturbance on morphological changes and landscape modifications of the coastal floodplain, particularly over the last 200 years. Furthermore, the historical geomorphological and cartographical analysis we adopted to reconstruct the floodplain transformation represents an essential tool in flood risk mitigation and environmental sustainability management, particularly in an urbanized coastal plain historically affected by floods.
Guido Paliaga, Fabio Luino, Laura Turconi & Francesco Faccini, 2018, Inventory of geo-hydrological phenomena in Genova municipality (NW Italy),
Journal of maps (Stud. ed.) (2018). doi_10.1080/17445647.2018.1535454,
DOI: 10.1080%2F17445647.2018.1535454
Abstract
In Italy geo-hydrological phenomena are the most common hazards_ every year landslides and floods cause ...
In Italy geo-hydrological phenomena are the most common hazards_ every year landslides and floods cause damage and fatalities; Genova city is one of the most affected areas. Since 2000 scientific studies have demonstrated an increase in events, due to the rainfall regime variation and to the urbanization. Thematic maps are an essential tool for evaluating the interaction between geomorphological processes and the elements at risk. In the present
work, we have prepared an original geo-hydrological phenomena inventory map of Genova at 1_45,000 scale (the 'A1' size). The map shows the floodable areas, landslides and deepseated gravitational slope deformation, the urban fabric and the cultural heritage sites. The map gives an overview of the geo-hydrological phenomena through the integration of the different hazard sources, of the exposed elements and of their spatial distribution, allowing for a first analysis of the risk_ in a 240 km2 area, more than 3600 residential buildings are located on the 4 km2 high hazard floodable areas and more than 360 on the about 500 active landslides.
Marco Cavalli, Stefano Crema, Lorenzo Marchi, 2018, Geomorphometric assessment of sediment connectivity_ a new tool for sediment management,
Sediment management in the channel networks_ from measurements to best-practices, Bolzano / Bozen, 8-9/11/2018,
Abstract
Sediment connectivity, which can be defined as the degree to which a system facilitates the ...
Sediment connectivity, which can be defined as the degree to which a system facilitates the transfer of water and sediment through itself, by means of coupling relationships between its components (Heckmann et al., 2018), has important implications for the behavior of geomorphic systems. In recent years, sediment connectivity has become a key issue in sediment transfer processes analysis and one of the building blocks of modern geomorphology. Geomorphic coupling and connectivity play a relevant role in the assessment of sediment budget in watersheds since they reflect the contribution of different processes that can have a large spatio-temporal variability. The growing availability of high-resolution Digital Elevation Models (DEMs) offers new opportunities for the characterization of spatial patterns of sediment connectivity by enabling the quantitative modeling of sediment fluxes through geomorphometric approaches. Recently, a geomorphometric index of sediment connectivity has been developed (Cavalli et al., 2013) along with related freeware software tool (Crema and Cavalli, 2018) with the aim of characterizing connectivity patterns at the catchment scale allowing to estimate the contribution of a given part of the catchment as sediment source and define sediment transfer paths. In this work, the index of connectivity is presented with a specific focus on its recent applications in different contexts. The applications demonstrate that a reliable assessment of sediment connectivity via geomorphometric approach, especially when integrated with sediment sources inventory, is particularly useful for giving management priorities. This is a key issue when dealing with sediment management and has important linkages with hazard assessment and in relation to priorities of intervention at the catchment scale.
S. Barbetta, M. Borga, L. Brocca, S. Camici, L. Ciabatta , C. Corradini , S. Crema, L. Marchi and T. Moramarco, 2018, Experimental Hydrological Database for Apennine Basins (DIBA, Database Idrologico Bacini Appenninici),
SISC 2018, Venezia-Mestre, 17-19/10/2018,
Abstract
New monitoring techniques (ground and remote sensing) for key hydrologic variables (rainfall, temperature, soil moisture ...
New monitoring techniques (ground and remote sensing) for key hydrologic variables (rainfall, temperature, soil moisture and river discharge) are of utmost importance for investigating the hydrological cycle in mountain areas.
The new technologies (TDR, radar for flow velocity measurement, remote sensing) are attractive for the derivation of spatially distributed hydrological information and they require ground data validation.
On this basis, reliable hydro-meteorological networks are essential for the knowledge of runoff generation process and, hence, for both water resources management and hydraulic risk mitigation.
The Special Project "Database Idrologico Bacini Appenninici" (DIBA), developed in the NextData CNR program, funded by the Italian Ministry of Education, University and Research, is aimed to develop a hydro-meteorological database as a component of the 'Network of Excellence' for the monitoring of mountains areas and to improve the knowledge of the hydrological cycle. DIBA is intended to provide a useful hydro-meteorological dataset to leverage for analyses concerning the climate and the main hydrological processes in catchments using ground and satellite observations. DIBA is structured as a WEB-GIS platform allowing, on the one hand, a wide sharing and participation of data by WEB and, on the other hand, a better use of data itself by GIS. The latter applies mainly to the identification of temporal-space pattern of hydrological variables and the inventory of thematic maps.
Paola Reichenbach, Mauro Rossi, Ivan Marchesini, Silvia Peruccacci, Maria Teresa BRunetti, IGME Team, DGPCE team, CDCP team, 2018, U-geohaz. Deliverable D4.6: Map and report on rockfall source areas modelling,
2018,
Abstract
Deliverable D4.6: Map and report on rockfall source areas modelling. This deliverable describes a new ...
Deliverable D4.6: Map and report on rockfall source areas modelling. This deliverable describes a new approach for a probabilistic identification of rockfalls source areas, using a combination of multiple statistical models able to reduce the subjectivity. The proposed model requires a map of the observed source areas and thematic information (e.g., morphometric indicators derived from DTM, lithological information that explicitly consider the mechanical behaviour of the rocks, vegetation information). The map of the probabilistic source areas will be the input for rockfall modelling that will be performed using STONE, a GIS-based rockfall simulation software that provided, among other information (energy and speed of block), the distance travelled by the blocks from different source areas.
P. Reichenbach, I. Marchesini, M. Rossi, S. Peruccacci, M.T. Brunetti, IGME Team, DGPCE team, CDCP team, 2018, U-Geohaz. Deliverable D3.1: User requirements,
2018,
Abstract
The actions defined and performed in the Activity 3.1 "Identification of user needs" are described ...
The actions defined and performed in the Activity 3.1 "Identification of user needs" are described in this document, which represents the first deliverable of WP3 "Tools and methods to support Early Warning System for Rockfalls". The main goal of the Activity 3.1 is to describe the needs coming from the involved CPA (i.e., Canarian Civil Protection Agency) to improve rockfall early warning management. This task benefits from the previous collaboration of IGME with the Canarian CPA in the framework of SAFETY project, where specific needs for rockfall hazard prevention in urban areas were evaluated. The user needs are defined considering Sendai Framework for Disaster Risk Reduction 2015-2030, identifying the most efficient and effective way to integrate U-Geohaz products and services into the CPA prevention actions. "User Needs" will be converted into Requirements for effective product and service developments.
The user needs will be identified considering the following activities_
- The review of international and EU strategies and Directives;
- The analysis of existing natural risk prevention procedures of the CPAs involved in the project.
The output will be organized in a list of user requirements, useful to support Civil Protection Authorities to increase the knowledge and the ability to manage and reduce geological risks.
The list of user requirements plays a crucial role as starting point and guidance for the development of the products and will be updated during the project. Additional useful input to the list could arise from the close collaboration among users, scientists and technological partners during the phases of the project.
P. Reichenbach, I. Marchesini, M. Rossi, S. Peruccacci, M.T. Brunetti, IGME Team, CDCP team, 2018, U-geohaz. Deliverable D4.4: Rockfall Information System (RIS) design,
2018,
Abstract
The actions defined and performed in the Activity 4.3 "Rockfall Information System "RIS" are described ...
The actions defined and performed in the Activity 4.3 "Rockfall Information System "RIS" are described in this document, which represents the third deliverable of WP4 "Tools and methods to support Early Warning System for Rockfalls". The main goal of the Activity 4.3 is to collect and update the necessary input data to support U-Geohaz products related to rockfall hazard. This system will increase the knowledge of rockfall prone urban areas, promoting risk assessments and better risk management in urban areas and increasing their resilience. The RIS will gather updated information on rockfall events, Geographic data, Soil Data, Vegetation Data, Climate data and Resilience Data (Source data, Rainfall thresholds). The implementation of the RIS will involve not only the CPAs but also the related organizations that account for the different necessary input data.
At the end of the project, a final demonstration of RIS will be done in one of the Canary island test site. The outcome of this task will be essential for the training of the U-Geohaz products in the WP5.
P. Reichenbach, I. Marchesini, M. Rossi, S. Peruccacci, M.T. Brunetti, IGME Team, DGPCE team, CDCP team, 2018, U-geohaz. Deliverable D4.2: Rockfalls tools and methods user assessment procedure,
2018,
Abstract
This document, which represents the second deliverable of WP4 "Tools and methods to support Early ...
This document, which represents the second deliverable of WP4 "Tools and methods to support Early Warning System for Rockfalls", describes the actions performed in the Activity 4.2 "User assessment".
The main goal of this task is the assessment of the project progress and of the results from the User perspective. It will be based on the SAFETY assessment procedure tailored to the specific characteristics of the U-Geohaz products, being applied in two phases_ first, during the product generation by providing a continuous feedback to identify the gaps between the user requirements and the delivered products. Then a final assessment of the products by taking into account the validation results and the feedback provided by the involved CPAs. The main outcome of the user assessment activity will be fundamental for the integration of the U-Geohaz products in the CP prevention procedures. A critical evaluation of the developed tools, methods and generated results to support Early Warning System for Rockfalls will be performed, including feedbacks and indications for possible improvements of to increase urban resilience.
S. Peruccacci, S. Gariano, M.T. Brunetti, M. Melillo, P. Reichenbach, I. Marchesini, M. Rossi, IGME Team, DGPCE team, CDCP team, 2018, U-geohaz. Deliverable D4.9: Preliminary rainfall thresholds for the Canary Island,
2018,
Abstract
The document, which represents the fourth deliverable of WP4 "Tools and methods to support Early ...
The document, which represents the fourth deliverable of WP4 "Tools and methods to support Early Warning System for Rockfalls", describes the actions performed in the Activity 4.5 "Rainfall thresholds for the possible initiation of rockfalls". The main goal of this activity is the definition of empirical rainfall thresholds for the possible initiation of rockfalls in the Canary Islands.
The report describes the preliminary empirical cumulated event rainfall - rainfall duration (ED) thresholds for the Gran Canaria and Tenerife test sites. For the purpose, an algorithm for the objective and reproducible reconstruction of rainfall events and of rainfall conditions responsible for rockfalls is used. A frequentist statistical method is adopted to define ED thresholds for different exceedance probabilities.
Roberta Paranunzio, Marta Chiarle, Francesco Laio, Guido Nigrelli, Laura Turconi, Fabio Luino, 2018, New insights in the relation between climate and slope failures at high-elevation sites,
Theoretical and applied climatology (Internet) (2018): 1-20.,
Abstract
Climate change is now unequivocal; however, the type and extent of terrestrial impacts are still ...
Climate change is now unequivocal; however, the type and extent of terrestrial impacts are still widely debated. Among these, the effects on slope stability are receiving a growing attention in recent years, both as terrestrial indicators of climate change and implications for hazard assessment. High-elevation areas are particularly suitable for these studies, because of the presence of the cryosphere, which is particularly sensitive to climate. In this paper, we analyze 358 slope failures which occurred in the Italian Alps in the period 2000-2016, at an elevation above 1500 m a.s.l. We use a statistical-based method to detect climate anomalies associated with the occurrence of slope failures, with the aim to catch an eventual climate signal in the preparation and/or triggering of the considered case studies. We first analyze the probability values assumed by 25 climate variables on the occasion of a slope-failure occurrence. We then perform a dimensionality reduction procedure and come out with a set of four most significant and representative climate variables, in particular heavy precipitation and short-term high temperature. Our study highlights that slope failures occur in association with one or more climate anomalies in almost 92% of our case studies. One or more temperature anomalies are detected in association with most case studies, in combination or not with precipitation (47% and 38%, respectively). Summer events prevail, and an increasing role of positive temperature anomalies from spring to winter, and with elevation and failure size, emerges. While not providing a final evidence of the role of climate warming on slope instability increase at high elevation in recent years, the results of our study strengthen this hypothesis, calling for more extensive and in-depth studies on the subject.
Ricarda Gatter, Marco Cavalli, Stefano Crema, Giulia Bossi, 2018, Modelling the dynamics of a large rock landslide in the Dolomites (eastern Italian Alps) using multi-temporal DEMs,
PeerJ (2018). doi_10.7717/peerj.5903,
DOI: 10.7717%2Fpeerj.5903
Abstract
Latest advances in topographic data acquisition techniques have greatly enhanced the possibility to analyse landscapes ...
Latest advances in topographic data acquisition techniques have greatly enhanced the possibility to analyse landscapes in order to understand the processes that shaped them. High-resolution Digital Elevation Models (DEMs), such as LiDAR-derived ones, provide detailed topographic information. In particular, if multi-temporal DEMs are available, it is possible to carry out a detailed geomorphic change detection analysis. This analysis may provide information about the dynamics of large landslides and may thus, be useful for landslide risk assessments. However, LiDAR-derived DEMs are mostly available only as post-event surveys. The technique is relatively recent, and local or national authorities only started widespread surveys in the last decade. Therefore, it is of a certain interest to analyse the effectiveness of DEMs derived from technical cartography to produce reliable volumetric estimates related to large landslides. This study evaluates the use of a multi-source DEM of Difference (DoD) analysis for the investigation of a large landslide -Le Laste-, which occurred on November 12, 2014 on Mount Antelao (eastern Italian Alps). The landslide initiated as a 365,000 m3 rockslide close to the summit of the mountain and transformed into a debris avalanche during its runout. The comparison of pre- and post-event DEMs allowed for the identification and quantification of erosion and deposition areas, and for the estimation of landslide volume. A sound back-analysis of the landslide with the 3D numerical model DAN3D was based on this comparison and on seismic records of the event. These seismic records proved to be remarkably useful, as they allowed for the calibration of the simulated landslide velocity. This ensured the reliability of the model notwithstanding the topographic datasets, intrinsic uncertainties. We found that using a pre-event DEM derived from technical cartography tends to slightly overestimate the volume with respect to the use of the more accurate LiDAR-derived DEM. In recent years, the landslide risk around Mt. Antelao has been increasing alongside the ever-growing population and human activities in the area. Sediment accumulations produced by the Le Laste landslide significantly amplified the debris flow hazard by providing new sediment sources. Therefore, it is crucial to delineate the distribution of this material to enable an adequate debris flow hazard assessment. The material properties derived from the back-analysis of the Le Laste landslide can be used to simulate the runout of possible future events, and to generate reliable hazard zone maps, which are necessary for effective risk mitigation
Lollino P., Santaloia F., Casarano D., Peruccacci S., Rossi M., Cardinali M., Wasowski J., Pagliarulo R., Giordan D., Allasia P., Vennari C., Ardizzone F., Bucci F., Fiorucci F., Santangelo M., Salvati P., Reichenbach P., Pisano L., Zumpano V., Perrotti M., Fazio N.L., Godone D., Baldo M., Parise M., 2018, RELAZIONE SEMESTRALE DI AGGIORNAMENTO SULLE ATTIVITÁ IN CORSO – WP0 Periodo di riferimento_ luglio 2017 – dicembre 2017 (VALUTAZIONE INTEGRATA DI DISSESTI GEO-IDROLOGICI NEL TERRITORIO DELLA REGIONE PUGLIA, MODELLI INTERPRETATIVI DEI FENOMENI E DEFINIZIONE DI SOGLIE DI PIOGGIA PER IL POSSIBILE INNESCO DI FRANE SUPERFICIALI),
D00-05, 2018,
Abstract
corso relative all'Accordo tra Sezione Protezione Civile della Regione Puglia e CNR - IRPI
dal titolo ...
corso relative all'Accordo tra Sezione Protezione Civile della Regione Puglia e CNR - IRPI
dal titolo "Valutazione integrata di dissesti geo-idrologici nel territorio della regione Puglia,
modelli interpretativi dei fenomeni e definizione di soglie di pioggia per il possibile innesco
di frane superficiali" e si riferisce nello specifico al periodo temporale compreso tra il 01
Luglio 2017 ed il 31 Dicembre 2017.
Di seguito sono presentate le attività condotte nell'ambito dei diversi WP in cui è suddiviso
il progetto che, nello specifico, riguardano_ (1) la gestione del progetto, (2) l'analisi critica
dei risultati derivanti da progetti precedenti finanziati dalla Regione Puglia, (3) la raccolta e
l'organizzazione di informazioni su eventi geo-idrologici,(4) l'aggiornamento delle soglie
pluviometriche empiriche per il possibile innesco di frane indotte da pioggia nel territorio
della regione Puglia, (5) l'implementazione del sistema di allertamento per la previsione
del possibile innesco di frane nel territorio della regione Puglia (SARF Puglia), (6) la
redazione di cartografia tematica su frane nel Sub-Appennino Dauno, (6) la valutazione
del rischio da frana per 10 centri abitati del Sub-Appennino Dauno, (7) l'elaborazione di
una banca dati e cartografia sui fenomeni di sinkhole nel territorio regionale, e l'analisi
della relativa suscettibilità, (8) la definizione di procedure metodologiche per l'analisi
dell'instabilità costiera, (9) la modellazione numerica di eventi geo-idrologici, (10) lo
sviluppo di un Sistema di Supporto Decisionale, (11) il supporto alla Sezione di Protezione
Civile della Regione Puglia, e (12) l'analisi di casi di studio, mediante studi di dettaglio,
progettazione del monitoraggio, esecuzione e interpretazione delle misure.
Lollino P., Santaloia F., Casarano D., Peruccacci S., Rossi M., Cardinali M., Wasowski J., Pagliarulo R., Giordan D., Allasia P., Vennari C., Ardizzone F., Bucci F., Fiorucci F., Santangelo M., Salvati P., Reichenbach P., Pisano L., Zumpano V., Perrotti M., Fazio N.L., Godone D., Baldo M., Parise M., 2018, RELAZIONE SEMESTRALE DI AGGIORNAMENTO SULLE ATTIVITÁ IN CORSO – WP0 Periodo di riferimento_ Gennaio 2018 – Giugno 2018 (VALUTAZIONE INTEGRATA DI DISSESTI GEO-IDROLOGICI NEL TERRITORIO DELLA REGIONE PUGLIA, MODELLI INTERPRETATIVI DEI FENOMENI E DEFINIZIONE DI SOGLIE DI PIOGGIA PER IL POSSIBILE INNESCO DI FRANE SUPERFICIALI),
D00-06, 2018,
Abstract
La presente relazione propone un aggiornamento di cadenza semestrale sulle attività in
corso relative all'Accordo tra ...
La presente relazione propone un aggiornamento di cadenza semestrale sulle attività in
corso relative all'Accordo tra Sezione Protezione Civile della Regione Puglia e CNR - IRPI
dal titolo "Valutazione integrata di dissesti geo-idrologici nel territorio della regione Puglia,
modelli interpretativi dei fenomeni e definizione di soglie di pioggia per il possibile innesco
di frane superficiali" e si riferisce nello specifico al periodo temporale compreso tra il 01
Gennaio 2018 ed il 30 Giugno 2018.
Di seguito sono presentate le attività condotte nell'ambito dei diversi WP in cui è suddiviso
il progetto che, nello specifico, riguardano_ (1) la gestione del progetto, (2) l'analisi critica
dei risultati derivanti da progetti precedenti finanziati dalla Regione Puglia, (3) la raccolta e
l'organizzazione di informazioni su eventi geo-idrologici,(4) l'aggiornamento delle soglie
pluviometriche empiriche per il possibile innesco di frane indotte da pioggia nel territorio
della regione Puglia, (5) l'implementazione del sistema di allertamento per la previsione
del possibile innesco di frane nel territorio della regione Puglia (SARF Puglia), (6) la
redazione di cartografia tematica su frane nel Sub-Appennino Dauno, (6) la valutazione
del rischio da frana per 10 centri abitati del Sub-Appennino Dauno, (7) l'elaborazione di
una banca dati e cartografia sui fenomeni di sinkhole nel territorio regionale, e l'analisi
della relativa suscettibilità, (8) la definizione di procedure metodologiche per l'analisi
dell'instabilità costiera, (9) la modellazione numerica di eventi geo-idrologici, (10) lo
sviluppo di un Sistema di Supporto Decisionale, (11) il supporto alla Sezione di Protezione
Civile della Regione Puglia, e (12) l'analisi di casi di studio, mediante studi di dettaglio,
progettazione del monitoraggio, esecuzione e interpretazione delle misure.
vennari C., Marchesini I., Bianchi C., Salvati P., Parise M., Perucacci S., Brunetti M.T., Casarano D., 2018, RELAZIONE PROGETTAZIONE E IMPLEMENTAZIONE DELLE INTERFACCE WEB-BASED E GIS PER IL POPOLAMENTO E LA CONSULTAZIONE DELLA BANCA DATI SUI FENOMENI GEO-IDROLOGICI NELLA REGIONE PUGLIA WP2 (VALUTAZIONE INTEGRATA DI DISSESTI GEO-IDROLOGICI NEL TERRITORIO DELLA REGIONE PUGLIA, MODELLI INTERPRETATIVI DEI FENOMENI E DEFINIZIONE DI SOGLIE DI PIOGGIA PER IL POSSIBILE INNESCO DI FRANE SUPERFICIALI),
D02-02, 2018,
Abstract
Il presente documento illustra le attività realizzate nell'ambito del WP2 dell' Accordo di Collaborazione tra ...
Il presente documento illustra le attività realizzate nell'ambito del WP2 dell' Accordo di Collaborazione tra la Regione Puglia e l'Istituto di Ricerca per la Protezione Idrogeologica (IRPI) del Consiglio Nazionale delle Ricerche (CNR) per la "Valutazione Integrata di Dissesti Geo-Idrologici nel Territorio della Regione Puglia, Modelli Interpretativi dei Fenomeni e Definizione di Soglie di Pioggia per il possibile innesco di frane superficiali".
In particolare, il documento descrive la "Progettazione e l'implementazione delle interfacce web-based e gis per il popolamento e la consultazione della banca dati sui fenomeni geo-idrologici nella regione Puglia". Sono descritti (i) il modello fisico del database (giunto alla versione 0.4), (ii)l'interfaccia di consultazione Web-based (valida per la versione 0.3 del database), (iii) l'interfaccia GIS-based (valida per la versione 0.4 del database).
Lollino P., Fazio N.L., Perrotti M., 2018, RELAZIONE ANALISI ED INTERPRETAZIONE DEI RISULTATI DI INDAGINI IN SITO ED IN LABORATORIO DISPONIBILI, NONCHE’ DI DATI DI MONITORAGGIO WP9 (VALUTAZIONE INTEGRATA DI DISSESTI GEO-IDROLOGICI NEL TERRITORIO DELLA REGIONE PUGLIA, MODELLI INTERPRETATIVI DEI FENOMENI E DEFINIZIONE DI SOGLIE DI PIOGGIA PER IL POSSIBILE INNESCO DI FRANE SUPERFICIALI),
D09-01, 2018,
Abstract
Il documento illustra le attività che sono state condotte dall'Istituto di Ricerca per la
Protezione Idrogeologica ...
Il documento illustra le attività che sono state condotte dall'Istituto di Ricerca per la
Protezione Idrogeologica (IRPI), nell'ambito del progetto dal titolo "Valutazione integrata di
dissesti geo-idrologici nel territorio della regione Puglia, modelli interpretativi dei fenomeni
e definizione di soglie di pioggia per il possibile innesco di frane superficiali" per la Sezione
Protezione Civile della Regione Puglia, ai fini dell'analisi ed interpretazione dei risultati di
indagini in sito ed in laboratorio disponibili per i siti scelti per le attività di monitoraggio e
modellazione, secondo quanto richiesto dal WP9 (Work Package 9) del progetto stesso.
Inoltre, la stessa relazione riporta i dati disponibili in merito ad attività di monitoraggio
eventualmente condotte in precedenza negli stessi siti prescelti.
Il documento di seguito riportato illustra nel dettaglio i risultati dell'indagine di ricostruzione
effettuata, con riferimento ai 6 siti prescelti per le attività di monitoraggio proposte nel
WP12.
Ardizzone F., Bucci F_, Cardinali M., Fiorucci F., Pisano L., Reichenbach P., Santaloia F., Santangelo M., Salvati P_, Wasowski J., Zumpano V., 2018, VALUTAZIONE DEL RISCHIO DA FRANA PER DIECI CENTRI ABITATI DEL SUB-APPENNINO DAUNO – RELAZIONE METODOLOGICA WP6 (VALUTAZIONE INTEGRATA DI DISSESTI GEO-IDROLOGICI NEL TERRITORIO DELLA REGIONE PUGLIA, MODELLI INTERPRETATIVI DEI FENOMENI E DEFINIZIONE DI SOGLIE DI PIOGGIA PER IL POSSIBILE INNESCO DI FRANE SUPERFICIALI),
D06-01, 2018,
Abstract
Lo scopo di questo documento è quello di descrivere i criteri e le procedure per ...
Lo scopo di questo documento è quello di descrivere i criteri e le procedure per la
zonazione geomorfologica della pericolosità e del rischio da frana. Sarà illustrata la
metodologia, sviluppata dall'Istituto di Ricerca per la Protezione Idrogeologica (IRPI), per
la zonazione geomorfologica della pericolosità e del rischio da frana in aree urbanizzate
(Cardinali et al., 2002; Reichenbach et al., 2005). La metodologia ha come obiettivo la
perimetrazione delle aree soggette a rischio da frana e la valutazione dei livelli di rischio,
come richiesto dalla Legge 267/98 relativa alle "Misure urgenti per la prevenzione del
Rischio idrogeologico e a favore delle zone colpite da disastri franosi nella regione
Campania" (Gazzetta Ufficiale della Repubblica Italiana, 1998).
La metodologia proposta sarà applicata a 10 centri abitati selezionati in accordo con la
Regione Puglia. Per ogni centro abitato_ (i) verrà identificata l'estensione della area di
studio, (ii) verranno selezionate le frane e le zone limitrofe per le quali accertare la
pericolosità, e (iii) saranno individuati gli elementi vulnerabili per i quali verrà stimato il
rischio specifico.
In questo documento, sono inoltre illustrate le caratteristiche dell'archivio digitale che
dovrà essere realizzato e che conterrà tutti i dati e le informazioni necessarie alla
zonazione geomorfologica della pericolosità e del rischio da frana per i 10 centri abitati
selezionati.
Ardizzone F., Bucci F., Cardinali M., Fiorucci F., Reichenbach P., Salvati P_, Santangelo M., 2018, CRITERI PER LA INTERPRETAZIONE DELLE FRANE DA IMMAGINI AEREE E SATELLITARI WP5 (Valutazione integrata di dissesti geo-idrologici nel territorio della Regione Puglia, modelli interpretativi dei fenomeni e definizione di soglie di pioggia per il possibile innesco di frane superficiali),
D05-02, 2018,
Abstract
Il presente documento illustra le attività realizzate nell'ambito del WP5 dell'Accordo di
Collaborazione tra la Regione ...
Il presente documento illustra le attività realizzate nell'ambito del WP5 dell'Accordo di
Collaborazione tra la Regione Puglia e l'Istituto di Ricerca per la Protezione Idrogeologica
(IRPI) del Consiglio Nazionale delle Ricerche (CNR) per la "Valutazione Integrata di Dissesti
Geo - Idrologici nel Territorio della Regione Puglia, Modelli Interpretativi dei Fenomeni e
Definizione di Soglie di Pioggia per il possibile innesco di frane superficiali".
Il documento è stato realizzato nell'ambito del WP5_ Redazione di cartografia tematica su
frane nel Sub-Appennino Dauno, e descrive i "Criteri per la interpretazione delle frane da
immagini aeree e satellitari". Gli argomenti trattati riguardano_ (i) le principali tecniche per
l'identificazione delle frane, (ii) le caratteristiche delle tecniche di interpretazione di fotografie
aeree stereoscopiche (foto-interpretazione), (iii) i principali criteri per il riconoscimento,
l'interpretazione e la mappatura delle frane tramite l'uso di tecniche foto-interpretative
(elementi della foto-interpretazione).
Maurizio Polemio, Livia Emanuela Zuffianò, 2018, Groundwater resources at salinisation risk_ from survey to management,
45th IAH Congress-Groundwater and life, pp. 363–363, Daejeon, Korea, 9-14 September 2018,
Abstract
All natural waters contain dissolved minerals from interactions with atmospheric and soil gases, mixing ...
All natural waters contain dissolved minerals from interactions with atmospheric and soil gases, mixing with other solutions, and/or interactions with the biosphere and lithosphere. In many cases, these processes resultin natural waters containing solute or salinity above concentrations recommended for a specified use, which creates significant social and economic problems. Groundwater salinisation can be caused by natural phenomena and anthropogenic activities. For the former case, we can distinguish terrestrial and marine phenomena. Approximately 16% of the total are a of continental earth is potentially in volvedin groundwater salinisation. Seawater intrusion can be considered to be the primary phenomenon for study interms of groundwater salinisation. Three schematic approaches to the protection of groundwater via salinisation mitigation and/or groundwater salinity improvement are described; these approaches are the engineering approach, the discharge management approach, and the water and land management approach. The engineering approach is realised with the purpose of controlling the salinisation, optimising the well discharge with specific technical solutions and/or completing works to improve the quality and/or quantity of the discharged fresh groundwater. The discharge management approach encompasses at least an entire coastal aquifer and defines rules concerning groundwater utilisation and well discharge. The water and land management approach should be applied on there gional scale. The practical study of Apulian karstic coastal aquifers is discussed in detail. Previously experienced management difficultie sare described, as well as a proposed multi-methodological approach based on monitoring networks, the spatiotemporal analysis of groundwater quality changes, and multiparameter well logging. The core of this approach is the definition of the salinity threshold value be tween pure fresh groundwater and any fresh and saline groundwater mixture. The basic or single tools were defined to be simple, quick and cost-effective to be applicable to the widestrange of situations.
Giorgio DeGiorgio, Livia Emanuela Zuffianò, Maurizio Polemio, 2018, An overview of coastal Apulian wetlands (Southern Italy),
45th IAH Congress-Groundwater and life, pp. 545–545, Daejeon, Korea, 9-14 September 2018,
Abstract
The Apulian peninsular coastline (940 km) includes many urbanized areas and coastal wetlands, the latter ...
The Apulian peninsular coastline (940 km) includes many urbanized areas and coastal wetlands, the latter in same cases interested by huge touristic transformations. The region is dominated by large and deep karstic and coastal aquifers and by some minor porous coastal aquifers the coastal outflow of which create tens of coastal wetlands. They should be considered dependent by groundwater outflow and by dynamic equilibria with sea, in terms of seawater intrusion and ingression. For a long time, these areas were considered unproductive, sources of malaria, and were depopulated. During the second half of the last century, relevant reclamation works were realized, the coastal areas have assumed a role of primary importance for the social and economic development. This has led to a growing anthropic pressure along the coast that has led to a progressive deterioration of the coastal wetland environments. High vulnerability to pollution, overexploitation trend, increasing seawater intrusion effects and global groundwater quality decrease threaten the hydrological and ecological equilibria of these water systems. The collective awareness of the important role played by the transition environments, gave rise to a conceptual innovation on the protection and enhancement of wetlands.
The research is finalized to define an inventory of the regional coastal wetlands, focusing on that the role of groundwater outflow is relevant if not prevailing. For each of these wetlands were defined a number of information and characteristics based on bibliographical knowledge and field surveys. The geological and hydrological conditions were recognized. On this basis, the hydrological and hydrogeological conceptualization was ended, permitting to define a steady state hydrological balance of wetlands. The role of seawater intrusion and ingression and the role of these in terms of salinity is analyzed. The scope is to offer a global overview of these wetlands to promote a systematic approach to their safeguard.
Wasowski J, 2018, New Tools and Techniques of Remote Sensing for Geologic Hazard Assessment,
Arabian journal of geosciences (Internet) (2018).,
Abstract
The use of earth surface remote sensing in geology is increasing thanks to the continuous ...
The use of earth surface remote sensing in geology is increasing thanks to the continuous development of sophisticated sensors and the improvements in digital image processing techniques. Here we focus on new remote sensing tools and techniques capable of delivering high-resolution data for geologic hazard investigations. These include airborne imaging systems such as UAVs (Uninhabited Aerial Vehicles) and LiDAR (Light Detection and Ranging), as well as new radar sensors onboard of Earth-orbiting satellites. We emphasize the applications of advanced synthetic aperture radar interferometry (InSAR) techniques referred to as multi-temporal interferometry (MTI). With the free imagery availability from the current (since 2014) European Space Agency (ESA) Sentinel-1 mission, MTI can now be more affordably exploited for long-term (years), regular (weekly-monthly), precise (mm) measurements of ground displacements over large areas (thousands of km2). This, in turn, means improved detection and monitoring capability of landslide/slope instability, seismic and volcanic hazards.
Wasowski, Janusz; Bovenga, Fabio; Nutricato, Raffaele; Nitti, Davide Oscar; Chiaradia, Maria Teresa, 2018, Advanced satellite radar interferometry for deformation monitoring and infrastructure control in open-cast mines and oil,
Innovative science 3 (2018). doi_10.1007/s41062-018-0176-x,
DOI: 10.1007%2Fs41062-018-0176-x
Abstract
We focus on the use of advanced multi-temporal interferometry (MTI) for mapping and monitoring of ...
We focus on the use of advanced multi-temporal interferometry (MTI) for mapping and monitoring of ground deformations caused by open-cast mining and hydrocarbon production. We also show how MTI can be exploited to monitor the stability of infrastructure in adjacent areas. Open-cast mines represent a good target for MTI, because they are (1) often very large (from few to tens of km(2)); (2) free of or covered by sparse vegetation; (3) require long-term regular monitoring. The operational deformation monitoring via MTI can now rely on free of charge medium-resolution Sentinel-1 data, consistently and regularly acquired by the European Space Agency (ESA) since 2014. To illustrate the application potential of MTI based on Sentinel-1 data, we present the case study of the Belchatow mine (Poland), one of the largest open-cast mines in Europe. We stress that thanks to wide-area coverage; space-borne MTI represents a cost-effective approach to monitoring ground/slope instability hazards in large open pits, as well as the stability of the associated engineering structures and facilities. On-land oil and gas fields are also often huge and ground deformations induced by their exploitations can be profitably targeted by MTI. This is illustrated through an example of MTI application from the Middle East that relies on high-resolution (3m) radar data. The example highlights the possibility of obtaining extremely dense (spatially continuous) information, which is important for monitoring complex ground deformations caused by oil field exploitation.
Fan X.; Juang C.H.; Wasowski J.; Huang R.; Xu Q.; Scaringi G.; van Westen C.J.; Havenith H.-B., 2018, What we have learned from the 2008 Wenchuan Earthquake and its aftermath_ A decade of research and challenges,
Engineering geology 241 (2018): 25–32. doi_10.1016/j.enggeo.2018.05.004,
DOI: 10.1016%2Fj.enggeo.2018.05.004
Abstract
The 2008 M w 7.9 Wenchuan Earthquake (Sichuan, China) was possibly the largest and ...
The 2008 M w 7.9 Wenchuan Earthquake (Sichuan, China) was possibly the largest and most destructive recent earthquake as far as the geo-hazards are concerned. Of the nearly 200,000 landslides triggered originally, many remobilized within a few years after the initial event by rainfall, which often caused catastrophic debris flows. The cascades of geo-hazards related to the Wenchuan Earthquake motivated research worldwide to investigate the triggering and mechanisms of co-seismic landslides, their rainfall-induced remobilization, the generation of debris flows, the evolution of their controlling factors, and the long-term role of earthquakes in shaping the topography. On the eve of the 10th anniversary of the 2008 Wenchuan Earthquake, we present a short review of the recent advances in these topics, discuss the challenges faced in the earthquake-related geo-hazards mitigation practice, and suggest priorities and guidelines for future research.
Del Gaudio V.; Luo Y.; Wang Y.; Wasowski J., 2018, Using ambient noise to characterise seismic slope response_ The case of Qiaozhuang peri-urban hillslopes (Sichuan, China),
Engineering geology 246 (2018): 374–390. doi_10.1016/j.enggeo.2018.10.008,
DOI: 10.1016%2Fj.enggeo.2018.10.008
Abstract
The Mw 7.9 Wenchuan earthquake of May 12th, 2008 shattered and induced failures on hillslopes ...
The Mw 7.9 Wenchuan earthquake of May 12th, 2008 shattered and induced failures on hillslopes surrounding the centre of the town of Qiaozhuang, located 250 Km NE of the mainshock epicentre. This motivated investigations on the possible occurrence of site amplification phenomena. The initial efforts involved a temporary accelerometer monitoring carried out between April and October 2009 on Weigan hill and Mount Dong, located SW and NE of the Qiaozhuang centre, respectively. The monitoring results revealed that the local geological setting, characterised by Silurian phyllites with sub-vertical schistosity (at Weigan) and by fractured Precambrian limestones (at Dong), exert major influence on the slopes resonance phenomena, with a secondary contribution due to the topographic setting. To extend the investigation on local slope response, a series of ambient noise recordings were conducted at several sites of the two hills, as well as at Mount Shizi (located NW of the town centre), which is topographically and geologically similar to Mount Dong. The focus was on the sites monitored by accelerometer stations, whose seismic records provided the opportunity to validate the outcomes of ambient noise analysis. Noise data were analysed using two approaches_ the standard Nakamura's method and a new technique based on analysis of instantaneous polarization properties, aimed at estimating ellipticity of Rayleigh waves. Data interpretation was hampered by a contingent factor, i.e. environmental conditions characterised by a strong persistent E-W polarized noise at low frequencies (below 1 Hz), and by the complex of geologic and geomorphic conditions. The latter, particularly in the case of Weigan hill, appear responsible for a considerable amplification of vertical ground motions. The repeated recordings and the comparison of the outcomes of the two techniques of noise analysis with the accelerometer data showed that the new technique provides more stable and consistent results. Furthermore, the new technique was able to reveal site resonance properties that Nakamura's method fails to recognise because of transient overlapping of different type waves. Overall, the ambient noise analysis provided evidence of i) low frequency resonance (~1 Hz) acting at the scale of the entire relief (on Weigan Hill), ii) directional amplifications at intermediate frequencies (~4 Hz) affecting ridge crests made of fractured limestone (on Mounts Dong and Shizi), and iii) higher frequency resonances (7-20 Hz), which vary at a very local scale. This information is relevant for inferring the susceptibility of local slopes to earthquake-induced failures, and hence for the collateral seismic hazard assessment in the Qiaozhuan peri-urban areas.
GIULIO IOVINE (1) - con la collaborazione di S. GABRIELE (1), V. BASILE (2), C. BRUNO (1), D. DISTILO (2), D. D'Onofrio (1), V. LUPIANO (1), F. MUTO (3), V. RAGO (1), 2018, SITO RFI_ PISCIOTTA – KM 70. Rapporto di sopralluogo. R.I. 865 – Rapporto RFI n. 29 – ottobre 2018 – Pisciotta km 70,
2018,
Abstract
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di ...
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di mitigazione e la progettazione di interventi di riduzione del rischio geo-idrologico
GIULIO IOVINE (1) - con la collaborazione di S. GABRIELE (1), V. BASILE (2), C. BRUNO (1), D. DISTILO (2), D. D'Onofrio (1), V. LUPIANO (1), F. MUTO (3), V. RAGO (1), 2018, SITO RFI_ PISCIOTTA – KM 70. Rapporto di sopralluogo. R.I. 864 – Rapporto RFI n. 28 – settembre 2018 – Pisciotta km 70,
2018,
Abstract
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di ...
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di mitigazione e la progettazione di interventi di riduzione del rischio geo-idrologico
GIULIO IOVINE (1) - con la collaborazione di S. GABRIELE (1), V. BASILE (2), C. BRUNO (1), D. DISTILO (2), D. D'Onofrio (1), V. LUPIANO (1), F. MUTO (3), V. RAGO (1), 2018, SITO RFI_ NICOTERA – KM 56. Rapporto di sopralluogo. R.I. 863 – Rapporto RFI n. 27 – luglio 2018 – Nicotera km 56,
2018,
Abstract
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di ...
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di mitigazione e la progettazione di interventi di riduzione del rischio geo-idrologico
GIULIO IOVINE (1) - con la collaborazione di S. GABRIELE (1), V. BASILE (2), C. BRUNO (1), D. DISTILO (2), D. D'Onofrio (1), V. LUPIANO (1), F. MUTO (3), V. RAGO (1), 2018, SITO RFI_ PISCIOTTA – KM 70. Rapporto di sopralluogo. R.I. 862 – Rapporto RFI n. 26 – luglio 2018 – Pisciotta km 70,
2018,
Abstract
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di ...
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di mitigazione e la progettazione di interventi di riduzione del rischio geo-idrologico
GIULIO IOVINE (1) - con la collaborazione di S. GABRIELE (1), V. BASILE (2), C. BRUNO (1), D. DISTILO (2), V. LUPIANO (1), F. MUTO (3), V. RAGO (1), 2018, SITO RFI_ PISCIOTTA – KM 70 Rapporto di sopralluogo. R.I. 861 – Rapporto RFI n. 25 – maggio 2018 – Pisciotta km 70,
2018,
Abstract
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di ...
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di mitigazione e la progettazione di interventi di riduzione del rischio geo-idrologico
GIULIO IOVINE (1) - con la collaborazione di S. GABRIELE (1), V. BASILE (2), C. BRUNO (1), D. DISTILO (2), V. LUPIANO (1), F. MUTO (3), V. RAGO (1), 2018, SITO RFI_ PISCIOTTA – KM 70 Rapporto di sopralluogo. R.I. 860 – Rapporto RFI n. 24 – aprile 2018 – Pisciotta km 70,
2018,
Abstract
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di ...
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di mitigazione e la progettazione di interventi di riduzione del rischio geo-idrologico
Giulio Iovine (1), Salvatore Gabriele (1), con la collaborazione di Vincenzo Basile (2), Claudia Bruno (1), Daniela Distilo (2), Valeria Lupiano (1), Francesco Muto (3), Valeria Rago (1), 2018, Caratterizzazione geologico-tecnica, mediante approcci innovativi, lungo la linea RFI Battipaglia-Reggio Calabria, di supporto all’adozione di provvedimenti di mitigazione e alla progettazione di interventi per la riduzione del rischio geo-idrologico. Sito di Maratea (km 116+450). R.I. 859 – Rapporto RFI n. 23 – gennaio 2018 – Maratea (C) – km 116+450,
2018,
Abstract
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di ...
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di mitigazione e la progettazione di interventi di riduzione del rischio geo-idrologico
Giulio Iovine (1), Salvatore Gabriele (1), con la collaborazione di Vincenzo Basile (2), Claudia Bruno (1), Daniela Distilo (2), Valeria Lupiano (1), Francesco Muto (3), Valeria Rago (1), 2018, Caratterizzazione geologico-tecnica, mediante approcci innovativi, lungo la linea RFI Battipaglia-Reggio Calabria, di supporto all’adozione di provvedimenti di mitigazione e alla progettazione di interventi per la riduzione del rischio geo-idrologico. Sito di Celle di Bulgheria (km 80+400). R.I. 858 – Rapporto RFI n. 22 – gennaio 2018 – Celle di Bulgheria – km 80.400 (B),
2018,
Abstract
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di ...
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di mitigazione e la progettazione di interventi di riduzione del rischio geo-idrologico
Giulio Iovine (1), Salvatore Gabriele (1), con la collaborazione di Vincenzo Basile (2), Claudia Bruno (1), Daniela Distilo (2), Valeria Lupiano (1), Francesco Muto (3), Valeria Rago (1), 2018, Caratterizzazione geologico-tecnica, mediante approcci innovativi, lungo la linea RFI Battipaglia-Reggio Calabria, di supporto all’adozione di provvedimenti di mitigazione e alla progettazione di interventi per la riduzione del rischio geo-idrologico. Sito di Celle di Bulgheria (km 82+047). R.I. 857 – Rapporto RFI n. 21 – gennaio 2018 – Celle di Bulgheria – km 82.047 (A),
2018,
Abstract
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di ...
Caratterizzazione geologico-tecnica di un sito lungo la linea RFI per l' adozione di provvedimenti di mitigazione e la progettazione di interventi di riduzione del rischio geo-idrologico
Heckmann, Tobias; Cavalli, Marco; Cerdan, Olivier; Foerster, Saskia; Javaux, Mathieu; Lode, Elve; Smetanová, Anna; Vericat, Damià; Brardinoni, Francesco, 2018, Indices of sediment connectivity_ opportunities, challenges and limitations,
Earth-science reviews 187 (2018): 77–108. doi_10.1016/j.earscirev.2018.08.004,
DOI: 10.1016%2Fj.earscirev.2018.08.004
Abstract
Indices of connectivity are critical means for moving from qualitative to (semi-)quantitative evaluations of material ...
Indices of connectivity are critical means for moving from qualitative to (semi-)quantitative evaluations of material (e.g., water, sediment and nutrients) transfer across the building blocks of a terrestrial system. In geomorphology, compared to closely related disciplines like ecology and hydrology, the development of indices has only recently started and as such presents opportunities and challenges that merit attention. In this paper, we review existing indices of sediment connectivity and suggest potential avenues of development for meeting current basic and applied research needs. Specifically, we focus on terrestrial geomorphic systems dominated by processes that are driven by hydro-meteorological forcing, neglecting seismically triggered events, karstic systems and environments controlled by eolian processes. We begin by setting a conceptual framework that combines external forcings (drivers) and system (intrinsic) structural and functional properties relevant to sediment connectivity. This framework guides our review of response variables suitable for sediment connectivity indices. In particular, we consider three sample applications concerned with sediment connectivity in_ (i) soil studies at the plot scale, (ii) bedload transport at the reach scale, and (iii) sediment budgets at the catchment scale. In relation to the set of response variables identified, we consider data availability and issues of data acquisition for use in indices of sediment connectivity. We classify currently available indices in raster based, object or network based, and indices based on effective catchment area. Virtually all existing indices address the degree of static, structural connectivity only, with limited attention for process-based, functional connectivity counterparts. Most recent developments in indices of sediment connectivity deal, to some extent, with different styles of anthropogenic and hydro-meteorological forcings and with the temporal variability of sediment connectivity, by incorporating additional variables and parameters in existing indices. We believe that, in order to use structural connectivity as explanatory or predictive tool, indices need to be interpretable in relation to geomorphic processes, material properties, and forcing styles and magnitude-frequency spectra. Improvements in this direction can be made through studies shaped to constrain structural-functional correlations across a range of hydro-meteorological scenarios, for example employing field-based techniques such as particle tracking and sediment provenance analysis, as well as numerical simulations. We further consider existing indices in relation to spatial and temporal scales. The latter have immediate implications on the distinction and application between indices and models of sediment connectivity. In this context, we suggest that sediment connectivity over millennial or longer time scales should be dealt with models, as opposed to indices.
Stefano Luigi Gariano (1), Raju Sarkar (2,3), Abhirup Dikshit (2), Kelzang Dorji (2), Maria Teresa Brunetti (1), Silvia Peruccacci (1), Massimo Melillo (1), 2018, Automatic calculation of rainfall thresholds for landslide occurrence in Chukha Dzongkhag, Bhutan,
Bulletin of engineering geology and the environment (Internet) (2018): 1–8. doi_10.1007/s10064-018-1415-2,
DOI: 10.1007%2Fs10064-018-1415-2
Abstract
Bhutan is highly prone to landslides, particularly during the monsoon season. Several landslides often occur ...
Bhutan is highly prone to landslides, particularly during the monsoon season. Several landslides often occur along the Phuentsholing-Thimphu highway, a very important infrastructure for the country. Worldwide, empirical rainfall thresholds represent a widely used tool to predict the occurrence of rainfall-induced landslides. Nevertheless, no thresholds are currently designed and proposed for any region in Bhutan. In this work, we define empirical cumulated event rainfall-rainfall duration thresholds for the possible initiation of landslides using information on 269 landslides that occurred between 1998 and 2015 along the 90-km highway stretch between the towns of Phuentsholing and Chukha, in southwestern Bhutan, and daily rainfall measurements obtained from three rain gauges. For this purpose, we apply a consolidated frequentist method and use an automatic tool that identifies the rainfall conditions responsible for the failures and calculates thresholds at different exceedance probabilities and the uncertainties associated with them. Analyzing rainfall and landslide data, we exclude from the analysis all the landslides for which the rainfall trigger is not certain, so we reduce the number of landslides from 269 to 43. The calculated thresholds are useful to identify the triggering conditions of rainfall-induced landslides and to predict the occurrence of the failures in the study area, which is, to date, poorly studied. These rainfall thresholds might be implemented in an early warning system, in order to reduce the risk posed by these phenomena to the population living and traveling along the investigated road stretch.
H. Tanyas (1), M. Rossi (2), M. Alvioli (2), C. J. van Westen (1), I. Marchesini (2), 2018, A global slope unit-based method for the near real-time prediction of earthquake-induced landslides,
Geomorphology (Amst.) 327 (2018): 126–146. doi_10.1016/j.geomorph.2018.10.022,
DOI: 10.1016%2Fj.geomorph.2018.10.022
Abstract
Rapid assessment of spatial distribution of earthquake-induced landslides could provide valuable information in the emergency ...
Rapid assessment of spatial distribution of earthquake-induced landslides could provide valuable information in the emergency response phase. Previous studies proposed global analyses with the aim of predicting earthquake-induced landslide distributions in near real-time. However, in all those studies, mapping units are constituted by pixels, which do not reflect homogeneously distributed physical property for a given terrain unit and whose size do not match the resolution of existing thematic data at global scale. Moreover, none of the existing analyses considers sampling balance between different inventories or categorizing the inventories to construct a training set with higher statistical representativeness. We develop an improved global statistical method to address these drawbacks. We use slope units, which are terrain partitions attributed to similar hydrological and geomorphological conditions and to processes that shape natural landscapes. A set of 25 earthquake-induced landslide-events are selected and categorized based on the similarity between causal factors to determine the most relevant training set to make a prediction for a given landslide-event. As a result, we develop a specific model for each category. We sample an equal number of landslide points from each inventory to overcome the dominance of some inventories with large landslide population. We use seven independent thematic variables for both categorizing the inventories and modeling, based on logistic regression. The results show that categorizing landslide-events introduces a remarkable improvement in the modeling performance of many events. The categorization of existing inventories can be applied within any statistical, global approach to earthquake-induced landslide events. The proposed categorization approach and the classification performance can be further improved with the acquisition of new inventory maps.
Gullà G., L. Aceto, L. Borrelli, M. Mercuri, E. Valente, S. Guardia, 2018, Rapporti di prova (numero 82 – Gennaio 2018),
Rapporti di prova - Gennaio 2018/1, 2018,
Abstract
Rapporti di prova. Attività Laboratorio di Geotecnica ...
Rapporti di prova. Attività Laboratorio di Geotecnica
Gullà G., L. Aceto, L. Borrelli, M. Mercuri, E. Valente, S. Guardia, 2018, Rapporti di prova (numero 32 – Febbraio 2018),
Rapporti di prova - Febbraio 2018/2, 2018,
Abstract
Rapporti di prova. Attività Laboratorio di Geotecnica ...
Rapporti di prova. Attività Laboratorio di Geotecnica