Ardizzone, DelVentisette, Drake, Fiorucci, Malamud, Mondini, Mota, 2014, D5.2 Report on methods for the production of event landslide inventory maps exploiting EO imagery,
2014,
Abstract
This report describes the methods implemented and used in LAMPRE for the production of event ...
This report describes the methods implemented and used in LAMPRE for the production of event landslide inventory maps that exploit EO imagery
Mondini, Guzzetti, 2014, D.2.3 EO Data needs and specifications report,
2014,
Abstract
This report describes EO data needs and technical specifications of images pre-processing for the generation ...
This report describes EO data needs and technical specifications of images pre-processing for the generation of the LAMPRE products and in particular the landslide inventory maps (LIM).
M. Righini1, N. Surian, F. Comiti, L. Marchi, 2014, Geomorphic response to extreme flood events in alluvial rivers,
International Conference "Analysis and Management of Changing Risks for Natural Hazards", Padova (Italy), 18-19.11.2014,
Abstract
Extreme floods represent one of the major natural hazard that affect highly populated countries, such ...
Extreme floods represent one of the major natural hazard that affect highly populated countries, such as Italy. Besides hydraulic hazard, geomorphological hazard due to channel dynamics should be taken into account, specifically in alluvial rivers. Channel dynamics (i.e. channel lateral mobility, changes in bed elevation and intense sediment transport) can cause severe damages to human properties and infrastructures. The main purposes of this work are to provide a quantitative assessment of geomorphic effects due to extreme events (recurrence interval > 100 years) and the development and application of new tools to asses and predict fluvial dynamics and related geomorphological hazard in Italian rivers in different physiographic and climatic settings. The research mainly focuses on (i) the evaluation of the main controlling factors affecting the geomorphic response to extreme floods (ii) the identification of relationships between controlling factors and channel changes and (iii) the development of conceptual and empirical models to be tested to a wider data set. The methodological approach is based on integration of field surveys with remote sensing, GIS and statistical analyses. In this work the analysis carried out in the Teglia and Geriola rivers, tributaries of the Magra River is illustrated. The Magra catchment (Upper Tuscany, Italy) was affected by an extreme flood on 25th October 2011. Planimetric morphological changes (i.e. changes in channel width) and their spatial distribution were investigated in detail using two sets of aerial photos. Width ratios (width after/width before the flood) were calculated for cross sections spacing of 10 m and then correlated with different controlling factors (e.g. width of the floodplain, channel slope, and unit stream power). In the Teglia River the width ratio ranged from 1.2 (i.e. change in channel width from 26 m to 32 m) to 14 (i.e. from 5 m to 67 m). The width ratio ranged from 1 to 23.8 (i.e. from 4 m to 83 m) in the Geriola River. Preliminary results of statistical analysis provide a good relationship between the width of the floodplain and the geomorphic response to extreme flood of alluvial rivers, especially at reach scale. At smaller scales other aspects (i.e. the presence of artificial structures or terraces) have to be considered in order to explain channel response to the flood event. Future steps of this research include (i) analysis of other extreme events and different type of streams; (ii) development and testing of a conceptual/empirical model to improve our capability of predicting channel dynamics during extreme events.
Brardinoni F, Cavalli M., 2014, Landslide and debris-flow activity in periglacial mountain settings, Eastern Italian Alps,
GSA Annual Meeting, Vancouver, BC (Canada), 19-22 ottobre 2014,
Marcato G., Bossi G., Frigerio S., Mantovani M., Schenato L., Pasuto A., 2014, Relazione Finale_ Convenzione protocollo n. PC,
2014,
Bossi G., Frigerio S., Mantovani M., Marcato G., Schenato L., Pasuto A., 2014, Definizione e sperimentazione di un sistema di monitoraggio sul sito Hahnebaum (provincia autonoma di Bolzano – Alto Adige) inquadrato nell’ambito del progetto INTERREG IV B “MONITOR II,
2014,
Amponsah W., Borga M., Marchi L., Nikolopoulos E.I., Marra F., Crema S., M. Pirastru, Zoccatelli D, Niedda M., Marrosu R., 2014, The flash-flood of November 2013 in NE Sardinia (Italy): Post-event documentation and hydrological modelling,
8th HyMeX Workshop, La Valletta, Malta, 15-18.08.2014,
Abstract
On November 18, 2013, the North-Eastern part of Sardinia was impacted by extreme flash flooding, ...
On November 18, 2013, the North-Eastern part of Sardinia was impacted by extreme flash flooding, which killed 19 people and caused up to 1 billion Euro damage. The flooding was associated with an extratropical cyclone in the western Mediterranean Basin, named Cyclone Cleopatra, which developed slow-moving embedded thunderstorm complexes, as cold air flowing from the north entered the Mediterranean and interacted with warm moist air to the east. The impacted area is up to 1500 km2, and includes a number of basins, including the Posada ( 690 km2) and Cedrino (625 km2) basins. The cyclone brought extremely heavy rain to the area, with up to 450 mm of rain in 12 hours (from 07_00 to 19_00 local time), resulting in severe flooding. A high concentration of fatalities and damages occurred in the area around the northeastern city of Olbia, also due to high vulnerability resulting from inappropriate urbanization.
Post-flood documentation, focused on the Cedrino and Posada river systems, included the reconstruction of peak discharge by means of topographic surveys, observations on the geomorphic effects of the event both in the channel network and on hillslopes and assessment of the timing of the flood based on the accounts of eyewitnesses. Technical services of regional authorities and local administrations contributed to the documentation of the flood by providing hydrometeorological data, accounts of volunteers of the civil protection and photos taken during and immediately after the flood. The assessment of unit peak discharges confirmed the severity of the flood, with values up to approximately 10 m3s-1km-2 in catchments up to 500 km2. The strong spatial gradients of the precipitation had a major influence on flood response, with large difference in peak discharge between neighbouring catchments.
The availability of high-resolution rainfall estimates from radar observations and a rain gauge network, together with indirect peak discharge estimates from the post-event survey, provided the opportunity to study in detail the hydrometeorological and hydrological mechanisms associated with this extreme storm and the ensuing flood.
Observations and model results are combined to examine two main questions, (i) assessment of the distribution of the runoff ratio and how it is controlled by the heterogeneous geological structure; and (ii) analysis of how the spatial and temporal distribution of the extreme rainfall, and more specifically storm motion, controls the flood response.
F. Coccon, and G. Bossi, M. Borrotti, P. Franzoi, and P. Torricelli, 2014, Wildlife collisions with aircrafts_ land use around airports as a tool for decision making process and risk management to reduce the birdstrike risk.,
XXIV Congresso della Società Italiana di Ecologia, Ferrara, 2014,
Nikolopoulos E.I.; Crema S.; Marchi L.; Marra F.; Guzzetti F.; Borga M., 2014, Impact of uncertainty in rainfall estimation on the identification of rainfall thresholds for debris flow occurrence,
Geomorphology (Amst.) 221 (2014): 286–297. doi_10.1016/j.geomorph.2014.06.015,
DOI: 10.1016%2Fj.geomorph.2014.06.015
Abstract
Estimation of rainfall intensity-duration thresholds, used for the identification of debris flow/landslide triggering rainfall events, ...
Estimation of rainfall intensity-duration thresholds, used for the identification of debris flow/landslide triggering rainfall events, has been traditionally based on raingauge observations. The main drawback of using information from gauges is that the measurement stations are usually located far away from the debris flow initiation areas. In complex terrain where debris flows take place, the spatial variability of rainfall can be very high and this translates in large uncertainty of raingauge-based estimates of debris flow triggering rainfall. This work focuses on the assessment of the impact of rainfall estimation uncertainty on identification and use of rainfall thresholds for debris flow occurrence. The Upper Adige River basin, Northern Italy, is the area of study. A detailed database of more than 400 identified debris flow initiation points during the period 2000-2010 and a raingauge network of 100 stations comprise the database used for this work. The methodology examines the intensity-duration thresholds derived from a set of raingauges that are assumed to be located at debris flow initiation points (DFRs) and an equivalent set of raingauges assumed to have the role of the closest (to debris flow) available measurement (MRs). A set of reference rainfall thresholds is used to identify the rainfall events at DFRs that "triggered" debris flows (i.e. exceed the threshold). For these same events, the corresponding rainfall thresholds are derived from MR observations. Comparison between the rainfall thresholds derived from DFRs and MRs revealed that uncertainty in rainfall estimation has a major impact on estimated intensity-duration thresholds. Specifically, the results showed that thresholds estimated from MR observations are consistently underestimated. Evaluation of the estimated thresholds for warning procedures showed that while detection is high, the main issue is the high false alarm ratio, which limits the overall accuracy of the procedure. Overall performance on debris flow prediction was shown to be good for low rainfall thresholds and poor for high rainfall thresholds examined. Lastly, it was found that filtering out rainfall events with duration <. 12. h may improve bias in estimated thresholds and performance for high rainfall thresholds. © 2014 Elsevier B.V.
Zoccatelli, D., M. Niedda, L. Marchi, E.I. Nikolopoulos, F. Marra, S. Crema, M. Pirastru, R. Marrosu, W. Amponsah, M. Borga, 2014, Evento di piena improvvisa del 18 Novembre 2013_ caratteristiche dell’evento, rilievi ed analisi idrologiche,
DISSESTO IDROGEOLOGICO E PROCESSI EROSIVI IN AMBIENTE COLLINARE E MONTANO - Il contributo delle Sistemazioni Idraulico-Forestali, Sassari, 26-26 Giugno 2014,
Marchi Lorenzo, 2014, Dalla documentazione degli eventi alluvionali alla valutazione della pericolosità: lo studio pilota del bacino del Torrente Pogliaschina,
...che Iddio ce la mandi buona! Sappiamo davvero prevenire il rischio geo-idrologico?, Sarzana (SP), 16.05.2014,
Marchi L., Amponsah W., Borga M., Cavalli M., 2014, Stream power of recent flash floods in Europe_ data collection and analysis,
International Geographical Union Regional Conference - Changes Challenges Responsability, Krakow (Poland), 18-22 August 2014,
Abstract
Stream power is a key variable for the evolution of landforms associated to the fluvial ...
Stream power is a key variable for the evolution of landforms associated to the fluvial systems. Several studies on stream power have related to bankfull or near-bankfull discharge, which is regarded as morphologically significant. The analysis of stream power for bankfull discharges permits homogeneous comparisons of stream power between different parts of a channel network, whereas the stream power assessment for large floods provides important insights on river energy expenditure that caused major, abrupt morphological changes in channels and on floodplains.
Because of the strong spatial gradients of rainfall inputs, flash floods often hit different patterns of a river basin with different intensity. Resulting values of stream power show spatial variations that depend on geological controls on channel geometry and sediment characteristics, as well as on variations of flood intensity_ this urges a field approach that takes into account such variations of the factors that influence stream power.
Post-flood assessment of peak discharge after major floods makes it possible to analyse stream power in fluvial systems stressed by high-intensity floods. This study analyses the stream power of some extreme (return period > 100 years) flash floods that occurred in mountainous basins of various European regions in the last decade. The spatial variability of stream power is examined taking into account topographic variables, such as upstream contributing area, channel slope and cross-sectional width, and with regard to differences of flood response intensity in various sectors of the river basin.
In most of the analysed cross-sections, high values of specific stream power were observed_ this is consistent with the high severity of the studied floods. Field observations have shown that, depending on flood intensity, channel geometry and material, and sediment supply due to landslides and debris flows in the tributaries, the studied flash floods produced geomorphic changes of different intensity in alluvial channels and on floodplains.
Not surprisingly, lined channels, usually characterised by narrow width, display higher values of specific stream power than natural cross-sections draining catchments of similar size. Channel erosion in lined channels, as well as in bedrock channels, was usually negligible.
Continuing post-flood surveys by means of standardised procedures is of utmost importance for extending and updating quantitative information on flash floods in Europe. In this context, data on stream power are of great importance for linking hydrological and hydraulic characteristics of the floods to their geomorphic consequences.
Crema S., Cavalli M., 2014, SedInConnect,
2014,
Abstract
Stand-alone application for the Connectivity Index calculation as expressed in_ Marco Cavalli, Sebastiano Trevisani, Francesco ...
Stand-alone application for the Connectivity Index calculation as expressed in_ Marco Cavalli, Sebastiano Trevisani, Francesco Comiti, Lorenzo Marchi, Geomorphometric assessment of spatial sediment connectivity in small Alpine catchments, Geomorphology, Volume 188, 15 April 2013, Pages 31-41, ISSN 0169-555X, http_//dx.doi.org/10.1016/j.geomorph.2012.05.007
Brocca, L., L. Ciabatta, C. Massari, W. Dorigo, S. Hahn, S. Hasenauer, R. Kidd, T. Moramarco, V. Levizzani, and W. Wagner, 2014, Soil as a natural raingauge_ Estimating rainfall from global satellite soil moisture data,
EGU General Assembly 2014, Vienna, Austria, 27 aprile- 2 maggio,
F. Comiti, L. Marchi, P. Macconi, M. Arattano, G. Bertoldi, M. Borga, F. Brardinoni, M. Cavalli, V. D'Agostino, D. Penna, J. Theule, 2014, A new monitoring station for debris flows in the European Alps_ first observations in the Gadria basin,
Natural hazards (Dordr., Online) 73 (2014): 1175–1198. doi_10.1007/s11069-014-1088-5,
DOI: 10.1007%2Fs11069-014-1088-5
Abstract
Debris-flow monitoring in instrumented areas is an invaluable way to gather
field data that may ...
Debris-flow monitoring in instrumented areas is an invaluable way to gather
field data that may improve the understanding of these hazardous phenomena. A new
experimental site has been equipped in the Autonomous Province of Bozen-Bolzano
(Eastern Alps, Italy) for both monitoring purposes and testing early warning systems. The
study site (Gadria basin) is a 6.3 km2 catchment subjected to frequent debris flows. The
monitoring system in the Gadria basin consists of rain gauges, radar sensors, geophones,
video cameras, piezometers and soil moisture probes. Transmission of data and alerts from
the instruments exploits in part radio technology. The paper presents the data gathered
during the first three years of activity, with two debris-flow events recorded at the station
varying in magnitude and characteristics, and discusses the perspectives of debris-flow
monitoring and related research.
Borga M.; Stoffel M.; Marchi L.; Marra F.; Jakob M., 2014, Hydrogeomorphic response to extreme rainfall in headwater systems_ Flash floods and debris flows,
Journal of hydrology (Amst.) 518 (2014): 194–205. doi_10.1016/j.jhydrol.2014.05.022,
DOI: 10.1016%2Fj.jhydrol.2014.05.022
Abstract
Flash floods and debris flows develop at space and time scales that conventional observation systems ...
Flash floods and debris flows develop at space and time scales that conventional observation systems for rainfall, streamflow and sediment discharge are not able to monitor. Consequently, the atmospheric, hydrological and geomorphic controls on these hydrogeomorphic processes are poorly understood, leading to highly uncertain warning and risk management. On the other hand, remote sensing of precipitation and numerical weather predictions have become the basis of several flood forecasting systems, enabling increasingly accurate detection of hazardous events. The objective of this paper is to provide a review on current European and international research on early warning systems for flash floods and debris flows. We expand upon these themes by identifying_ (a) the state of the art; (b) knowledge gaps; and (c) suggested research directions to advance warning capabilities for extreme hydrogeomorphic processes. We also suggest three areas in which advancements in science will have immediate and important practical consequence, namely development of rainfall estimation and nowcasting schemes suited to the specific space-time scales, consolidating physical, engineering and social datasets of flash floods and debris-flows, integration of methods for multiple hydrogeomorphic hazard warning.
Andrea Maria Deganutti, 2014, Experimental study on rheology of low friction natural phenomena,
Analysis and Management of Changing Risks for Natural Hazards, Padova (Italy), 18,19 Nov 2014,
Abstract
Some dangerous natural phenomena, like large rock avalanches and faults slipping during earthquakes, show a ...
Some dangerous natural phenomena, like large rock avalanches and faults slipping during earthquakes, show a peculiar behaviour characterized by a very low friction. Many attempts have been advanced by scholars in the last decades in order to explain that behaviour, but none of them have been generally accepted by the international community. This study takes into consideration the effects of dynamic fragmentation on the mechanics of rock avalanches motion in order to explain the slip weakening shown by these phenomena at the sliding surface. Experiments have been conducted by means of a high pressure rheometer purposely built capable to apply a direct stress up to 4 MPa on a sample of rock granules. First results are promising toward an advance in understanding the motion mechanics of rock avalanches and the prediction of their runout possible reach.
Tecca Pia Rosella, Deganutti Andrea Maria, Pasuto Alessandro, 2014, Debris flow hazard assessment of abandoned tailings ponds in Friuli Venezia Giulia, Italy.,
Analysis and Management of Changing Risks for Natural Hazards, Padova (Italy), 18,19 Nov 2014,
Abstract
Since the last decades of the last century, a high labour costs and exhausting of ...
Since the last decades of the last century, a high labour costs and exhausting of ground resources have caused the closure of many mines in Italy. According to Atti miniere 2009, 3000 mines were producing between 1870 and 2006 in Italy; at present time only about 20 mines are still in operation. Most of the abandoned mines may contain hazards to human life and environment. This article presents a case study of a abandoned mine in North Eastern Italy and the hazard induced by its tailings dams.
Lonigro Teresa, Polemio Maurizio, 2014, Role of Climate and Land Use Variations on the Occurrence of Damaging Hydrogeological Events in Apulia (Southern Italy),
XII International IAEG Congress, Torino, 15-19/09/2014,
Marcella Biddoccu (1,2), Francesca Opsi (1), Stefano Ferraris (2),
Laura Turconi (3), Eugenio Cavallo (1), 2014, Effects of soil management on runoff, soil erosion and landslides occurrence in vineyards,
15th Biennial Conference Euromediterranean Network of Experimental and Representative Basins (ERB), Coimbra (Portugal), 9-13 Settembre,
Abstract
Erosion and landslides are have been identified as two of the major threats that affect ...
Erosion and landslides are have been identified as two of the major threats that affect European soils. In Italy vineyards cultivated on hill and mountain slopes are frequently affected by intense soil erosion processes and landslides, especially during extreme rainfall events. The management practices adopted in vine cultivation are strictly related with hydrological processes and land conservation in vine-growing areas. The disturbance of the soil profile and land leveling works during the vineyard plantation, the orientation of the vine-rows along the slope, tillage and maintenance of bare soil in the inter-rows affect strongly water infiltration and runoff formation and expose the soil to degradation processes, such as soil erosion, decrease of carbon content and compaction. Furthermore intense runoff and gully erosion processes in vineyards are often related to the occurrence of soil-slips and mud flows, as documented by historical data on landslides collected by IRPI.
The first soil erosion measurements in vineyards from Piedmont were carried out for about 2 years by IMAMOTER and IRPI at beginning of '80s, in the Alto Monferrato vine production area. Long-term data have then been collected by IMAMOTER from field-scale vineyard plots within the Tenuta Cannona Vine and Wine Experimental Centre of Regione Piemonte, which is also located in Alto Monferrato. Since 2000, rainfall, runoff and soil erosion monitoring has been carried out under natural rainfall conditions on three parallel field plots (75 m long and 16,5 m wide, slope gradient about 15%) that are conducted with different inter-rows soil management techniques (conventional tillage, reduced tillage, controlled grass cover), with vines aligned along the slope. Experimental plots are part of a 16-hectars experimental vineyard, managed in according to conventional farming for wine production. The primary intent of the program was to evaluate the effects of agricultural management practices and tractor traffic on the hydrologic, soil erosion and land degradation processes in vineyards. The dataset include measurements for more than 200 runoff events and over 70 soil loss events; moreover, periodic measurements for soil physical and hydrological characteristics are included for the three plots.
The analysis of data collected over more than a decade in the Cannona Experimental Site showed that the use of permanent grass cover in the inter-rows reduces runoff and especially soil losses at yearly and seasonal scale. The worst soil management was the reduced tillage , which produced the highest water and soil losses. The use of permanent grass cover in the inter-rows improved water infiltration and reduced runoff and especially soil losses, even if it was not very effective in the first three years of installation. The best performance of grass cover reducing runoff and soil erosion was shown during summer storms, while it was less effective during autumn, which is the season where extraordinary meteorological events have stroked Piedmont during last decades. The soil and water conservation in the vine-growing systems will be more and more relevant, taking in account climate changes that predict increase in rainfall intensity and erosivity. The monitoring activities at the Cannona Experimental Site are currently carried out and implemented in order to improve the understanding of the soil management effects on soil hydrology, erosion and landslides triggering in sloping vineyards. The results obtained from the Cannona long-term monitoring program could be useful in a multidisciplinary approach to investigate interactions among land use/ soil management and natural processes at different scales, raising up from hillslope to small basin scale and to address the adoption of adequate water and soil conservation practices.
Marcella Biddoccu (1,2), Francesca Opsi (1), Stefano Ferraris (2),
Laura Turconi (3), Eugenio Cavallo (1), 2014, Effects of soil management on runoff, soil erosion and landslides occurrence in vineyards,
15th Biennial Conference Euromediterranean Network of Experimental and Representative Basins (ERB), pp. 67–67, Coimbra (Portugal), 9-13 Settembre,
Abstract
Erosion and landslides have been identified as two of the
major threats that affect European soils. ...
Erosion and landslides have been identified as two of the
major threats that affect European soils. In Italy vineyards
cultivated on hill and mountain slopes are frequently
affected by intense soil erosion processes and landslides,
especially during extreme rainfall events. The
management practices adopted in vine cultivation are
strictly related with hydrological processes and land
conservation in vine-growing areas. The disturbance of
the soil profile and land leveling works during the vineyard
plantation, the orientation of the vine-rows along the
slope, tillage and maintenance of bare soil in the interrows
affect strongly water infiltration and runoff formation
and expose the soil to degradation processes, such as
soil erosion, decrease of carbon content and compaction.
Furthermore intense runoff and gully erosion processes in
vineyards are often related to the occurrence of soil-slips
and mud flows, as documented by historical data on
landslides collected by IRPI.
The first soil erosion measurements in vineyards from
Piedmont were carried out for about 2 years by
IMAMOTER and IRPI at beginning of '80s, in the Alto
Monferrato vine production area. Long-term data have
then been collected by IMAMOTER from field-scale
vineyard plots within the Tenuta Cannona Vine and Wine
Experimental Centre of Regione Piemonte, which is also
located in Alto Monferrato. Since 2000, rainfall, runoff and
soil erosion monitoring has been carried out under natural
rainfall conditions on three parallel field plots (75 m long
and 16.5 m wide, slope gradient about 15%) that are
conducted with different inter-rows soil management
techniques (conventional tillage, reduced tillage,
controlled grass cover), with vines aligned along the
slope. Experimental plots are part of a 16-hectars
experimental vineyard, managed in according to
conventional farming for wine production. The primary
intent of the program was to evaluate the effects of
agricultural management practices and tractor traffic on
the hydrologic, soil erosion and land degradation
processes in vineyards. The dataset include
measurements for more than 200 runoff events and over
70 soil loss events; moreover, periodic measurements for
soil physical and hydrological characteristics are included
for the three plots.
The analysis of data collected over more than a decade in
the Cannona Experimental Site showed that the use of
permanent grass cover in the inter-rows reduces runoff
and especially soil losses at yearly and seasonal scale.
The worst soil management was the reduced tillage,
which produced the highest water and soil losses.
The use of permanent grass cover in the inter-rows
improved water infiltration and reduced runoff and
especially soil losses, even if it was not very effective in
the first three years of installation. The best performance
of grass cover reducing runoff and soil erosion was shown
during summer storms, while it was less effective during
autumn, which is the season where extraordinary
meteorological events have stroked Piedmont during last
decades. The soil and water conservation in the vinegrowing
systems will be more and more relevant, taking in
account climate changes that predict increase in rainfall
intensity and erosivity. The monitoring activities at the
Cannona Experimental Site are currently carried out and
implemented in order to improve the understanding of the
soil management effects on soil hydrology, erosion and
landslides triggering in sloping vineyards. The results
obtained from the Cannona long-term monitoring program
could be useful in a multidisciplinary approach to
investigate interactions among land use/ soil management
and natural processes at different scales, rising up from
hillslope to small basin scale and to address the adoption
of adequate water and soil conservation practices.
Daniele Cat Berro; Luca Mercalli; Gianni Mortara; Andrea Tamburini; Rosario Mosello; Michela Rogora, 2014, I ghiacciai dell’Ossola: una breve sintesi,
Nimbus (Torino) 72 (2014): 130–138.,
Abstract
- ...
-
Mortara G., 2014, L’evento alluvionale del 24-25 agosto 1987 in Val Formazza,
Nimbus (Torino) 72 (2014): 105–105.,
Mortara G., 2014, Novembre 1923_ la storia dello svuotamento del Lago Kastel (Castel),
Nimbus (Torino) 72 (2014): 100–100.,
Bertotto S. (1,2), Perotti L. (1), Bacenetti M. (1), Damiano E. (2), Chiarle M. (2), Giardino M. (1), 2014, Integrated geomatic techniques for assessing morphodynamic processes and related hazards in glacial and periglacial areas (Western italian Alps) in a context of climate change,
Engineering Geology for Society and Territory, Torino, 15-19 settembre 2014,
Abstract
High elevation environments proved to be particularly sensitive to climate changes, in
relation to an increase ...
High elevation environments proved to be particularly sensitive to climate changes, in
relation to an increase in instability especially in areas where the cryosphere is present. The
purpose of this work is to present the geomatic methodologies that have been applied to study
dynamical areas, such as glacial and periglacial ones, in order to detect morphological
changes that can be ascribed to climatic changes. The working group has been composed by
members of the University of Torino (GeoSitLab laboratory) and of the CNR-IRPI Torino, in
the framework of the Alcotra 2007-2013 project n.56 GlaRiskAlp (Glacial Risks in the
Western Alps). Remote sensing techniques, necessary for large or remote areas, have been
integrated, for the purposes of this study, by GNSS campaigns in the field, using a fixed GPS
station, and a kinematical one. In order to identify landscape changes over the tens of years, it
is particularly useful the digital aerial photogrammetry which exploits historical aerial photos
that are orthorectified, to extract themes for a topographical and geomorphological
characterization of landscape at regional scale. For the specific purposes of our work, the
DEM extraction, at a local scale, from flights of different years, is useful to make
comparisons of glacier surface. All data have been implemented in a GIS.
Walter, T. R.; Shirzaei, M.; Manconi, A.; Solaro, G.; Pepe, A.; Manzo, M.; Sansosti, E., 2014, Possible coupling of Campi Flegrei and Vesuvius as revealed by InSAR time series, correlation analysis and time dependent modeling,
Journal of volcanology and geothermal research 280 (2014): 104–110. doi_10.1016/j.jvolgeores.2014.05.006,
DOI: 10.1016%2Fj.jvolgeores.2014.05.006
Abstract
Volcanoes are often considered as isolated systems, however, evidences increase that adjacent volcanoes are directly ...
Volcanoes are often considered as isolated systems, however, evidences increase that adjacent volcanoes are directly coupled or may be closely related to remote triggers. At the Italian volcanoes Campi Flegrei and Vesuvius, as well as adjacent volcano-tectonic systems, all located in the Campania Volcanic Province with similar to 2 million inhabitants, a new analysis of satellite radar data reveals allied deformation activity. Here we show that during the 16-year records from 1992 to 2008, identified episodes of deformation have occurred in correlation. Albeit differences in the quantity of deformation, the sign, frequency and rate of pressure changes at reservoirs beneath Campi Flegrei and Vesuvius can be very similar, allowing to infer that pressure changes originating from a magmatic or tectonic source external to the shallow volcano magma plumbing systems is a likely cause. Such a fluid-mechanical coupling sheds light on the earlier episodes of correlated eruptions and deformations occurring during the historical roman times. (C) 2014 Elsevier B.V. All rights reserved.
Polemio, Maurizio; Lonigro, Teresa, 2014, Trends in climate, short-duration rainfall, and damaging hydrogeological events (Apulia, Southern Italy),
Natural hazards (Dordr.) 75 (2014): 515–540. doi_10.1007/s11069-014-1333-y,
DOI: 10.1007%2Fs11069-014-1333-y
Abstract
This study analyses monthly climatic data (rainfall, wet days, rainfall intensity, and temperature) and the ...
This study analyses monthly climatic data (rainfall, wet days, rainfall intensity, and temperature) and the annual maximum of short-duration rainfall (from 1 hour to 5 days) to characterise climate variations, focusing on rainfall, and their effects on trends in damaging hydrogeological events (DHEs), defined as the occurrence of one or more simultaneous landslides and/or floods causing extensive damage.
The methodology used is correlation, cross-correlation, trend analyses, and monthly indices. The monthly indices of rainfall, wet days, rainfall intensity, temperature, and flood and landslide occurrence were introduced to simplify the analysis of parameters characterised by spatial and temporal variability.
The approach was applied to a region of southern Italy (Apulia). The data were collected from two databases_ the damaging hydrogeological events database (1186 landslides and floods since 1918) and the climate database (from 1877; short-duration rainfall from 1921).
A statistically significant decreasing trend in rainfall intensity and an increasing trend in temperature, landslides, and DHEs were observed. A generalised decreasing trend in short-duration rainfall was also observed. The main exception involved a very small number of time series with annual maxima as long as 6 hours, for which an increasing trend prevailed. The results concerning the trends of selected climate and short-duration rainfall characteristics did not justify the increasing trend in DHEs. Hypotheses justifying this increasing DHE trend are proposed.
This article identifies the advantages of a simplified approach to reduce the intrinsic complexities of the spatial-temporal analysis of climate variability. This approach permits the simultaneous analysis of changes in flood and landslide occurrence.
P. Salvati, M. Donnini, F. Guzzetti, F. Ardizzone, M. Cardinali, F. Bucci, F. Fiorucci, M. Alvioli, M. Santangelo, 2014, Impact Of Landslides Along Road Network And Direct Cost Estimation_ A Case Study In Marche Region, Central Italy,
2014 AGU Fall Meeting, San Franscisco, 15-19 Dicembre 2014,
Abstract
In November and December 2013, the Marche region (Central Italy) was hit by three severe, ...
In November and December 2013, the Marche region (Central Italy) was hit by three severe, but not rare, meteorological events. The maximum value of the three days cumulative rainfall (499 mm) was recorded at the rain gauge of Pintura di Bolognola. The intense rainfall caused floods along the rivers and triggered numerous landslides, mostly located in the hilly and mountainous terrain of the region. The territory is crossed by a large number of roads connecting small rural settlements. After the events, the Regional Civil Protection Office requested to the Research Institute for the geo-hydrological Protection (IRPI-CNR) a technical support to evaluate the hazard condition for different sites affected by landslides. For an area of approximately 200 km2, in the Municipalities of Acquasanta Terme and Roccafluvione, field surveys were carried out to identify the rainfall-induced landslides and to produce an event inventory map. More than 1,500 slope failures were mapped including earth flows, slide-earth flows, slides, rock-falls and complex slides. Field surveys were focused also to estimate qualitatively damages along the roads. Roads were classified in two classes_ the main roads under the State responsibility and the secondary roads under the Municipality responsibility. The different types of damage were classified in three classes_ i) aesthetic (minor), where the road functionality was not compromised; ii) functional (medium), where the functionality was compromised and iii) structural (severe) where roads are severely or completely damaged. Immediately after the event, the technicians of the Municipalities of Acquasanta Terme and Roccafluvione spent major efforts to partially restore the functionality of the secondary roads in order to guarantee the primary human needs. In the following ten days, they compiled a list of interventions, associated with the relative direct costs, aimed to the total restoration of the roads functionality. In collaboration with the technicians, we compared the estimate of the damages along the roads with the cost evaluation provided by the local authorities. The comparison allowed us to quantify the impact of the landslide events along the transportation infrastructures and to quantify the total direct cost for the secondary roads where the information was available.
M. Mergili(1), I. Marchesini(2), M. Alvioli(2), M. Metz(3), B. Schneider-Muntau(4), M. Rossi(2,5), F. Guzzetti(2), 2014, A strategy for GIS-based 3-D slope stability modelling over large areas,
Geoscientific model development (Online) 7 (2014): 2969–2982. doi_10.5194/gmd-7-2969-2014,
DOI: 10.5194%2Fgmd-7-2969-2014
Abstract
GIS-based deterministic models may be used for landslide susceptibility mapping over large areas. However, such ...
GIS-based deterministic models may be used for landslide susceptibility mapping over large areas. However, such efforts require specific strategies to (i) keep computing time at an acceptable level, and (ii) parameterize the geotechnical data. We test and optimize the performance of the GIS-based, 3-D slope stability model r.slope.stability in terms of computing time and model results. The model was developed as a C- and Python-based raster module of the open source software GRASS GIS and considers the 3-D geometry of the sliding surface. It calculates the factor of safety (FoS) and the probability of slope failure (Pf) for a number of randomly selected potential slip surfaces, ellipsoidal or truncated in shape. Model input consists of a digital elevation model (DEM), ranges of geotechnical parameter values derived from laboratory tests, and a range of possible soil depths estimated in the field. Probability density functions are exploited to assign Pf to each ellipsoid. The model calculates for each pixel multiple values of FoS and Pf corresponding to different sliding surfaces. The minimum value of FoS and the maximum value of Pf for each pixel give an estimate of the landslide susceptibility in the study area. Optionally, r.slope.stability is able to split the study area into a defined number of tiles, allowing parallel processing of the model on the given area. Focusing on shallow landslides, we show how multi-core processing makes it possible to reduce computing times by a factor larger than 20 in the study area. We further demonstrate how the number of random slip surfaces and the sampling of parameters influence the average value of Pf and the capacity of r.slope.stability to predict the observed patterns of shallow landslides in the 89.5 km2 Collazzone area in Umbria, central Italy.
Chiarle M. (1), Nigrelli G. (1), Provenzale A. (2), 2014, A system for assessing the past, present and future of glacial resources,
Engineering Geology for Society and Territory, Torino, 15-19 settembre 2014,
Abstract
The cryosphere is especially sensitive to the fluctuations of climatic parameters, and
specifically to ongoing global ...
The cryosphere is especially sensitive to the fluctuations of climatic parameters, and
specifically to ongoing global warming. Mountain glaciers, in particular, are good indicators
of climatic trends, as they have response times to climate forcing which are intermediate
between snow (which responds mainly to short-term climate forcing) and permafrost/ground
ice, whose response is delayed in time and conditioned by a complex ensemble of factors.
When studying glacier response to climate change, the main objectives are_ (i) understand the
terrestrial, local impacts of global climatic changes, (ii) develop scenarios of the future
evolution of glaciated areas, according to the available global climatic projections. This two
objectives have both scientific and applied merits. The latter are related to the importance of
glaciers in the water cycle, in sediment fluxes, and as a source of natural hazards. The
combination of historical and geomorphological information with numerical models of
climate systems and glacier response to climate forcing is one of the most robust approaches
to address the study of glacier evolution in response to climate fluctuations and change. In
order to be promptly available for use, historical and geomorphological data (including
climatic ones) need to be properly organized in information management systems, which
guarantee the preservation and standardization of data, along with their easy processing and
retrieval. The present contribution aims at illustrating the experience gained through the
application of this multidisciplinary approach to glaciers of the western Italian Alps.
Hussin. H.; Zumpano, V.; Reichenbach, P.; Sterlacchini, S.; Micu, M.; Van Westen, C.j.; Balteanu, D., 2014, The effect of landslide representation and sample size on susceptibility assessments applied to different landslide types and case study areas,
International Conference on Analysis and Management of Changing Risks for Natural Hazards, Padua, Italy, 18 - 19 November 2014,
Abstract
Statistical based landslide susceptibility models are widely used in medium to regional scale
assessments. The two ...
Statistical based landslide susceptibility models are widely used in medium to regional scale
assessments. The two main inputs in these models are the landslide inventory of past events
and the landslide caustative factor maps. In this study we assessed how the performance
and prediction capability of the Weights-of-Evidence (WofE) susceptibility model is affected
by the way we represent landslides in the pixel format, considering the entire polygon or only
the landslide centroid. Influence of pixel density representing the landslide polygon was also
taken into account. The second part of the research concidered the effect of the landslide
model training and prediction sample sizes on the performance and prediction rates of the
WofE model. Two case study areas were chosen to apply the representation and sampling
tests_ (1) the Fella River Basin (Eastern Italian Alps) containing debris flows and (2) the four
times larger Buzau County (Romanian Carpathians) containing shallow landslides. Both
areas are very different in terms of size,
landslide types and geo-environmental factors, and
were chosen in order to determine the applicability and flexibility of our analysis. Our results
indicate that there is only a minor increase in performance and prediction when increasing
the number of pixels to represent the entire landslide polygon. As the number of pixels
increased from a single centroid to all pixels within the polygon, we found that the relative
increase in pixels was similar within all classes (e.g. grass-land, forest, bare rock) of each
thematic factor map like land-use or litholo
gy. This indicated that the landslides have a
similar size across the entire study area and is one of the causes of the lack of significant
increase in model performance. The similari
ty in performance and prediction rates for
different landslide representation tests was in contrast to their respective susceptibility maps,
which did show significant differences among each-other. This requires further analysis in
future studies to determine which susceptibility map should be chosen for decision making.
As for the sample size analysis, we have found that using 10 to 20% of all landslides to train
the WofE model in both case studies is sufficient to predict the remaining 80 to 90% of the
landslides. Modeling with more than 20% of the landslides causes a "plateau effect" in the
performance and prediction rates. This indicate
s that only a small percentage of all the
landslides in an inventory are needed for good prediction results, making it also unnecessary
to map every landslide in the area for a suffici
ent performing landslide susceptibility analysis.
V.J Cortes Arevalo; T. Sprague3; S. Frigerio; T. Bogaard; S. Sterlacchini, 2014, The role of community knowledge and participation for hydraulic-structure inspections_ Combining knowledge with action through citizen-science projects,
International Conference on Analysis and Management of Changing Risks for Natural Hazards, Padua, Italy, 18-19 November 2014,
Abstract
This paper analyses opportunities and challenges of volunteers' hydraulic-structure
inspections to enhance organizational capacity. There is ...
This paper analyses opportunities and challenges of volunteers' hydraulic-structure
inspections to enhance organizational capacity. There is an increasing interest of risk
managers such as municipal offices, civil protection, water authorities and geological surveys
on using community knowledge to support adaptive management strategies for hydrometeorological
hazards. One way in which this knowledge can be utilized is through the
implementation of citizen-science projects. Thereby, scientists and risk managers enlist and
train citizens-volunteers to better understand hazard related processes e.g. changes on the
functional status of check dams (Cortes et al., 2014). Citizen-science projects could support
the increasing frequency, timeliness and coverage of surveillance activities (Flanaging and
Metzger, 2008). That is especially important under dynamic environmental conditions or
remote settings i.e. mountain basins (de Jong, 2013). Research methods followed the
framework presented in Figure 1 to identify opportunities and challenges of combining
volunteers' knowledge into actions through citizen-science projects. Thereby, a pilot citizenscience
project on volunteers' hydraulic-structure inspections was designed in the Fella basin.
That is a mountain basin in the North-eastern Italian Alps of the Friuli Venezia Giulia region.
Project design started from exploratory interviews with stakeholders. Then, continues with the
analysis of feedback provided by participants during pilot data-collection exercises. Overall,
risk managers are willing to consider volunteers' inspections only to pre-screen potential
problems that may require preventive maintenance. Findings highlight the importance of a
culture of volunteer activities and the role of institutional frameworks in supporting volunteers'
involvement. Results also account for the role of ICT tools and information management
systems to collect, manage and evaluate volunteers' reports. However, challenges to make
from this pilot a perennial activity stem up on the importance of volunteers' training as well as
coordination and communication strategies between actors involved. Therefore, inspection
guidelines should support completeness and precision of volunteers' reports. Training
strategies should also account for providing feedback to participants about the data-quality
collected after every inspection campaign. Moreover, sustainable implementations of citizenscience
projects require efforts to enhance coordination and communication with volunteers.
Such requirement should also apply between the different risk managers that may benefit from
volunteers' data. In consequence, opportunities to enhance organizational capacity through
citizen science projects require a flexible design framework accounting for available actors and
resources in the local context. Strengthen communication and coordination between those
actors is a vital element towards sustainable implementations on long-term basis.
Polemio M., Basso A., Casarano D., Dragone V., Limoni P.P., Romanazzi A., Santaloia F., Zuffianò L.E., 2014, Validazione del modello idrogeologico concettuale,
2014,
Abstract
Il Rapporto descrive il dettaglio operativo delle attività affidate alla UO 3 dell'Azione 2, integrata ...
Il Rapporto descrive il dettaglio operativo delle attività affidate alla UO 3 dell'Azione 2, integrata nel WP1 del sotto progetto 3, con particolare riferimento a quanto svolto nel corso dell'anno 2014.
Le attività sperimentali e modellistiche sono state finalizzate alla validazione del modello idrogeologico concettuale dell'acquifero le cui acque sotterranee trovano efflusso nel Mar Piccolo di Taranto.
Trizzino Rosamaria, 2014, Numerical Modeling of Interrelationships between Linear Transportation Infrastructures and Hydro-Geological Hazard in Floodplains,
Engineering Geology for Society and Territory-Applied Geology for Major Engineering Projects, edited by Giorgio Lollino , Daniele Giordan, Kurosch Thuro, Carlos Carranza-Torres, Faquan Wu, Paul Marinos, Carlos Delgado, pp. 317–321. New York_ Springer Heidelberg Dordrecht London New York, 2014,
Abstract
The development and efficiency of transportation infrastructures has always been a central element in the ...
The development and efficiency of transportation infrastructures has always been a central element in the planning and management of territory, not only with regard to the social and economic aspects but also for the management of environmental emergencies, in particular those of Civil Protection. In the valleys most usual design solution is the road embankment. In the presence of a surface water table the realization of a road embankment causes more or less marked alterations of the piezometric levels, with serious problems to vehicular traffic. Typically in such situations to avoid the risk of flooding of the roadway engineers tend to increase the height of the embankment, thus increasing the overload in the foundation soil and thereby creating new risk situations. In this paper it is proposed a modeling study aimed at determining the interactions between the geometric and geomechanical properties of foundation--road body--roadway and deep and surface water table levels, in order to identify risk scenarios. The numerical analysis has been carried out by a finite element calculation code taking into account different combinations of water level depth and embankment height for different lithological and geotechnical properties of the foundation soils. The obtained results show that there are some critical combinations of the above parameters that can cause the rise of the water level well above the ground surface not only at the road embankment but also in the surrounding areas up to tens of meters from the road. © Springer International Publishing Switzerland 2015.
Mauro Caprioli (1), Francesco Mazzone (1), Mario Scarano (1), Rosamaria Trizzino (2), 2014, From Daunii Archaeological Park to the Faragola Domus Romana_ the New Treasures of the Old Ausculum,
Best Practice in Heritage conservation and management. From the world to Pompei, edited by Carmine Gambardella, pp. 1242–1249. Napoli_ La Scuola di Pitagora, 2014,
Abstract
The present study deals with a very important but not very well-known cultura! heritage area, ...
The present study deals with a very important but not very well-known cultura! heritage area, which is located in Southern ltaly, in the municipality of Ascoli Satriano (in the Foggia province). The area represents the vestige of one of the principal settlements of the Daunian peoples (VI-IV century B.C.). In this area, the Carapelle Valley represented an ancient communication route between the Campania Region and the Apulia "Tavoliere", ever since a very fertile territory, where many flourishing rural communities established themselves. On the "Collina del Serpente" (the Snake hill) systematic research of the University of lnnsbruck allowed to locate the remains of the ancient town of Ausculum as well as a large Necropolis (IV century B.C.) with very rich funeral furnishings. Not far away, in the Carapelle valley, at the Faragola site, the archaeological excavations unearthed a beautiful luxurious
" domus romana" of late ancient times (IV-VI century A.D.). Based on the principle that preservation of
cultural /archaeological heritage starts from recognition and measuring of the opus, the work presented here treats the first phase of the study of the whole archaeological area. This research proposes the establishment of a GIS (Geographic lnformation System) which classifies all information already collected by various study groups, in order to be able to realize a "virtual museum" useful for utilization by more extensive audience.
Rosamaria Trizzino, Rossella Pagliarulo, 2014, Temporal and Spatial Variability in Landslide Susceptibility Analyses,
Geophysical research abstracts (Online) 16 (2014).,
Abstract
The geomorphic processes in landscape evolution are commonly assumed deterministic, although their high variability in ...
The geomorphic processes in landscape evolution are commonly assumed deterministic, although their high variability in rates and time. As the stability analyses of slopes are concerned, the classical methods consider threshold values of the different elements (slope angle, friction angle, climatic conditions, hydrogeological conditions, seismicity) that condition the safety factors, but often widespread landscape instabilities occur when the threshold values are not exceeded. To analyze these phenomena we studied a model for defining an "average" pattern of landscape evolution starting from the single deterministic process. Many previous studies demonstrated the driving role of weathering and erosion processes in landslide evolution. Among these, the "instability principle of geomorphic equilibrium" (Scheidegger, 1983) stated the relevancy of exogenic processes (weathering, erosion, etc.) particularly in those places where preexisting micro topographic irregularities or lithological variations are recognizable.
The present paper gives an example of the unstable growth of small perturbations from the initial conditions up to the landslide initiation, even if there were no measurable variations in external controls. In this analysis the geomaterials are considered as a weathering system mathematically depicted as an n-components nonlinear dynamical system. A hierarchical multiscale model of instability is applied. The model treats four spatial scales_ 1) local regolith scale (weathering processes, in situ breakdown of geo-materials), 2) hill slope scale (allocation of weathered products_ soil removal in solid form, via erosion and mass wasting, or in dissolved form via surface water flow), 3) landscape units (relationships between weathering and denudation), 4) broadest landscape scale (topographic and isostatic response to weathering-limited denudation, unloading or depositional loading). The landslide susceptibility
analysis for the present study is located in the south of Italy, in the Apulian Tavoliere,in front of the Southern portion of Apennine Chain. We focus on the town of Troia (in the Foggia province) which is representative of a typical geomorphological situation of the Daunian Subapennine villages. The main outcropping rocks are made of silty clay sediments, well known as "Subapennine Clays", and superimposed clastic deposits of coarse-grained conglomerates. There, the landscape is characterized by low hills and intervening wide alluvial valleys. On the top of the flat ridges are located several old towns and the bordering slopes are affected by continuous geomorphological evolution governed by erosion and weathering. So, several landslides take place on the borders of the villages. To analyse the stability conditions of the area we considered a local scale weathering system mathematically
treated as a 5-components nonlinear system. Applying the dynamical instability principle and solving the
system throughout the first Routh-Hurwitz criterion, we obtained that in the case studied preexisting lithological deviations and changes in geomorphic boundary conditions lead to a divergent non-equilibrium response that resulted in instability of the whole territory under study.
Giorgis I., Morelli M., Pastomerlo S., Piana F., Bormioli D., Re Fiorentin G., 2014, Studio geomorfologico e strutturale della frana di Feisoglio (CN) e confronto con dati di monitoraggio cinematico,
Convegno: "L'alluvione del 5-6 novembre 1994 in Piemonte_ venti anni di attività nella previsione e prevenzione in ambito geologico-idraulico"., Torino, Italia, 3-4 Novembre,
Abstract
Nel presente lavoro sono stati interpretati dati di monitoraggio del movimento franoso della frana di ...
Nel presente lavoro sono stati interpretati dati di monitoraggio del movimento franoso della frana di Feisoglio in relazione alle evidenze geomorfologico-strutturali derivanti da analisi fotointerpretative e rilevamenti di terreno. E' stato possibile distinguere tre settori a differente evoluzione cinematica bordati da elementi morfostrutturali corrispondenti a sistemi di faglie e fratture che agiscono come svincoli cinematici. E' stata inoltre proposta un'interpretazione dei cinematismi di maggiore entità registrati dalla rete di monitoraggio che ipotizza il ruolo di livelli destrutturati (orientati parallelamente alla stratificazione) che determinano marcate anisotropie delle caratteristiche composizionali e tessiturali della successione stratigrafica, presumibilmente favorenti l'innesco e sviluppo degli scivolamenti planari A seguito delle indicazioni emerse dalle tesi triennali sono stati individuati da Arpa Piemonte i siti più idonei per l'istallazione di due nuovi inclinometri.
Lucchesi S.; Fioraso G.; Bertotto S.; Chiarle M., 2014, Little Ice Age and contemporary glacier extent in the Western and South-Western Piedmont Alps (North-Western Italy),
Journal of maps 10 (2014): 409–423. doi_10.1080/17445647.2014.880226,
DOI: 10.1080%2F17445647.2014.880226
Abstract
Glaciers are widely recognized as the best terrestrial indicators of climate change. Nevertheless, changes that ...
Glaciers are widely recognized as the best terrestrial indicators of climate change. Nevertheless, changes that have occurred since the end of the Little Ice Age (LIA) are often poorly understood. In Italy, glacier front variations in the last 100 years have been well documented, thanks to the efforts of the Italian Glaciological Committee (Comitato Glaciologico Italiano, CGI), which coordinates annual surveys on all glaciers, since 1927, in order to measure their front positions. However, although front variations are the easiest measurements to take in the field, they only partially describe changes that occur on the entire glacial mass. Moreover, the last national glacier inventory dates back to 1957-1958, which was promoted by the CGI on the occasion of the International Geophysical Year. Authors of the present work herein provide an updated inventory of present-day (2006) glaciers in the Western and South-Western Piedmont Alps (situated in the provinces of Turin and Cuneo). Along with the present-day glacial outlines, the map also includes a reconstruction of the extent of the glaciers during the Little Ice Age, inferred from morphological features such as LIA and post-LIA moraine ridges as well as the aid of historical archive data. Some basic glacier morphometric parameters (surface, length, width, mean slope, highest and lowest altitude, exposure) were computed for the two specified time periods (LIA and 2006). This study was carried out under the framework of the project 'GlaRiskAlp - Glacial Risks in Western Alps', project n.° 56 under the 2007-2013 ALCoTra programs. © 2014 © 2014 Gianfranco Fioraso.
Nigrelli G., Lucchesi S., Bertotto S., Fioraso G., Chiarle M., 2014, Climate variability and Alpine glaciers evolution in Northwestern Italy from the Little Ice Age to the 2010s,
Theoretical and applied climatology 122 (2014): 595–608. doi_10.1007/s00704-014-1313-x,
DOI: 10.1007%2Fs00704-014-1313-x
Abstract
In this work, we analyze climate variability and glacier evolution for a study area in ...
In this work, we analyze climate variability and glacier evolution for a study area in the Northwestern Italian Alps from the Little Ice Age (LIA) to the 2010s. In this area, glacier retreat has been almost continuous since the end of the LIA, and many glaciers are now extinct. We compared glaciological and climatic data in order to evaluate the sensitivity of glaciers to temperature and precipitation trends. We found that temperatures show significant warming trends, while precipitation shows no clear signal. After the 1980s, the total number of positive trends in temperature increased, particularly minimum temperature. The latter does not seem to be the only cause of glacier shrinkage but rather on acceleration of an ongoing trend documented since the end of the LIA. In some rare cases, the effects of warming trends on glacier dynamics have been accentuated by a concomitant decrease in precipitation. We hope that this study will contribute to increase the knowledge of the relationships between climate variation and glacier evolution in the Greater Alpine Region.
Nigrelli G., Paranunzio R., Pensa R., Sabatino M., Leo D., Chiarle M., 2014, dbalps: natural instability processes at high-elevation sites,
2014,
Abstract
GeoClimAlp (Geomorphological impacts of Climate change in the Alps) is a research group of the ...
GeoClimAlp (Geomorphological impacts of Climate change in the Alps) is a research group of the CNR-IRPI established with the intent to deepen and improve the knowledge on the role of climate change in the morphogenesis of the alpine environment in general and of high-altitude environments in particular. The geological-morphological and climatic-hydrologic research fields are the main ones to be integrated in the scientific activities of the research group.
The activities currently carried out by GeoClimAlp are mainly oriented on the study of natural instability processes occurring in mountain environments in general and at high-elevation sites in particular, with emphasis on changes taking place due to the climate change, and on related geohazards.
For this type of activity, we have developed a web-based relational database that is able to store and manage data and information about_
1.the natural instability processes that occur at high-elevation sites
2.the main climatic parameters that are necessary for the study of these processes
Data and information can be inserted into the database trough a simple web interface, trough a smartphone or a tablet. In this way, many informations can be acquired by the hikers, by the citizens and by others (rock climbers and mountain guides, alpine rescue team, park guards) directly on site, near where processes occur.
Tommaso Caloiero, Angela Aurora Pasqua, Olga Petrucci, 2014, Damaging Hydrogeological Events_ A Procedure for the Assessment of Severity Levels and an Application to Calabria (Southern Italy),
Water (Basel) 6 (2014): 3652–3670. doi_10.3390/w6123652,
DOI: 10.3390%2Fw6123652
Abstract
A damaging hydrogeological event (DHE) is characterized by two components_ a rainfall event and a ...
A damaging hydrogeological event (DHE) is characterized by two components_ a rainfall event and a subsequent damage event, which is the result of floods and landslides triggered by rainfall. The characteristics of both events depend on climatic, geomorphological and anthropogenic factors. In this paper, a methodology to classify the severity of DHEs is presented. A chart which considers indicators of both the damage (Dscore) and the daily rainfall (Rscore) values recorded in the study area is proposed. According to the chart, the events are classified into four types_ ordinary events, with low Dscore and Rscore values; extraordinary events, with high Rscore values but low Dscore values; catastrophic events, characterized by non-exceptional rainfall (low Rscore) and severe damage (high Dscore); major catastrophic events, obtained by both high Dscore and Rscore values. Using this approach, the 2013 DHE that occurred in Calabria (Italy) was classified as an ordinary event, when compared to the previous ones, even though the widespread diffusion of damage data induced the perception of high severity damage. The rainfall that triggered this event confirms the negative trend of heavy daily precipitation detected in Calabria, and the damage can be ascribed more to sub-daily than daily rainfall affecting urbanized flood-prone areas.
Pagliarulo R., 2014, Researches on stability of coastal areas,
IAEG XII Congress, Torino, 15-19 Settembre 2014,
Abstract
The presentation is a review of researches carried out in the last years about coastal ...
The presentation is a review of researches carried out in the last years about coastal stability relating to sea level changes.
Pagliarulo R., 2014, Tipologie di approccio agli studi di geomorfologia costiera in relazione alle variazioni del livello del mare,
Workshop "Soglie Pluviometriche", Bari, 4/3/2014,
Andriani G.F.(1), Lollino P.(2), Pagliarulo R.(2), 2014, Rock cliff instability mechanisms and erosional processes along the Adriatic Salento coast (Southern Italy),
Rendiconti online Società Geologica Italiana 31 (2014). doi_10.3301/ROL.2014.140,
DOI: 10.3301%2FROL.2014.140
Antonioli F.(1), Lo Presti V.(2-1), Anzidei M.(3), Deiana G.(4), Ferranti L.(5), Furlani S.(6), Mastronuzzi G.(7), Orrù P.(4), Pagliarulo R.(8), Rovere A.(9), Scicchitano G.(10-11), Sansò P.(12), Spampinato C.R.(10), Sannino G.(1), Vacchi M.(13),Caruso A.(14), De Sabata E.(15), 2014, Tidal notches in Mediterranean sea,
Rendiconti online Società Geologica Italiana 31 (2014). doi_10.3301/ROL.2014.140,
DOI: 10.3301%2FROL.2014.140
Pagliarulo R., 2014, Le vicissitudini dell’antica Sybaris e le incidenze geologiche che ne hanno determinato l’evoluzione e la scomparsa,
Geologia dell'ambiente Supplemento 2/2014 (2014): 84–88.,
GULLA' G. (Responsabile scientifico), L. ACETO, L. ANTRONICO, L. BORRELLI, R. COSCARELLI, G. FORNARO, A.A. PASQUA, O. PETRUCCI, D. REALE, S. VERDE, C. REALI, S. GUARDIA, E. VALENTE, 2014, Aggiornamento del livello di rischio residuo – Frazione Ianò del Comune di Catanzaro. Convenzione di consulenza tecnico-scientifica per “Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nel comune di Maierato”, “Monitoraggio finalizzato alla gestione dell’emergenza nel comune di Maierato”, “Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro”, “Monitoraggio finalizzato alla gestione dell’emergenza nella frazione Ianò del comune di Catanzaro”, “Monitoraggio delle strutture nella frazione Ianò del comune di Catanzaro”,
2014,
Abstract
Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro, ...
Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro, Monitoraggio finalizzato alla gestione dell'emergenza nella frazione Ianò del comune di Catanzaro, Monitoraggio delle strutture nella frazione Ianò del comune di Catanzaro
GULLA' G. (Responsabile scientifico), L. ACETO, L. ANTRONICO, L. BORRELLI, R. COSCARELLI, A.A. PASQUA, O. PETRUCCI, C. REALI, S. GUARDIA, E. VALENTE, 2014, Aggiornamento dell’acquisizione dei dati di monitoraggio finalizzato alla gestione dell’emergenza – Frazione Ianò del Comune di Catanzaro. Convenzione di consulenza tecnico-scientifica per “Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nel comune di Maierato”, “Monitoraggio finalizzato alla gestione dell’emergenza nel comune di Maierato”, “Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro”, “Monitoraggio finalizzato alla gestione dell’emergenza nella frazione Ianò del comune di Catanzaro”, “Monitoraggio delle strutture nella frazione Ianò del comune di Catanzaro”,
2014,
Abstract
Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro, ...
Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro, Monitoraggio finalizzato alla gestione dell'emergenza nella frazione Ianò del comune di Catanzaro, Monitoraggio delle strutture nella frazione Ianò del comune di Catanzaro
GULLA' G. (Responsabile scientifico), L. ACETO, L. ANTRONICO, L. BORRELLI, R. COSCARELLI, A.A. PASQUA, O. PETRUCCI, C. REALI, S. GUARDIA, E. VALENTE, 2014, Aggiornamento dell’acquisizione dei dati di monitoraggio delle interazioni strutture-frane – Frazione Ianò del Comune di Catanzaro. Convenzione di consulenza tecnico-scientifica per “Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nel comune di Maierato”, “Monitoraggio finalizzato alla gestione dell’emergenza nel comune di Maierato”, “Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro”, “Monitoraggio finalizzato alla gestione dell’emergenza nella frazione Ianò del comune di Catanzaro”, “Monitoraggio delle strutture nella frazione Ianò del comune di Catanzaro”,
2014,
Abstract
Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro, ...
Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro, Monitoraggio finalizzato alla gestione dell'emergenza nella frazione Ianò del comune di Catanzaro, Monitoraggio delle strutture nella frazione Ianò del comune di Catanzaro
GULLA' G. (Responsabile scientifico), L. ACETO, L. ANTRONICO, L. BORRELLI, R. COSCARELLI, A.A. PASQUA, O. PETRUCCI, C. REALI, S. GUARDIA, E. VALENTE, 2014, Relazione attività svolte – Frazione Ianò del Comune di Catanzaro. Convenzione di consulenza tecnico-scientifica per “Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nel comune di Maierato”, “Monitoraggio finalizzato alla gestione dell’emergenza nel comune di Maierato”, “Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro”, “Monitoraggio finalizzato alla gestione dell’emergenza nella frazione Ianò del comune di Catanzaro”, “Monitoraggio delle strutture nella frazione Ianò del comune di Catanzaro”,
2014,
Abstract
Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro, ...
Studi ed indagini geologiche, geotecniche, idrologiche ed idrauliche nella frazione Ianò del comune di Catanzaro, Monitoraggio finalizzato alla gestione dell'emergenza nella frazione Ianò del comune di Catanzaro,Monitoraggio delle strutture nella frazione Ianò del comune di Catanzaro