Ivan Marchesini, Francessco Bucci, Cristina di Salvo, Gian Paolo Cavinato, 2016, SISMA2016 – Relazione di sopralluogo per la verifica speditiva delle condizioni geo-idrologiche dei siti da destinare a SAE e aree servizi – Comune di Visso,
12 dicembre 2016 - Visso aree 2, 3, 4, 5 e 6, 2016,
Abstract
Come richiesto dalla Funzione Tecnica del Dipartimento di Protezione Civile, in data 12/12/2016
è stato svolto ...
Come richiesto dalla Funzione Tecnica del Dipartimento di Protezione Civile, in data 12/12/2016
è stato svolto un sopralluogo congiunto da parte dei Centri di Competenza CNR-IRPI (Ivan
Marchesini e Francesco Bucci), e CNR-IGAG (Gian Paolo Cavinato e Cristina Di Salvo). Il
sopralluogo si è svolto alla presenza di_
-
Quattro unità di personale del Dipartimento di Protezione Civile_ Paolo Marsan, Ettore
Valdieri, Paolo Putrino, Federica Ferrigno
-
Una unità di personale della Regione Marche_ Michele Fumarola
-
Una unità di personale del Comune di Visso_ Dario Morosi
Il sopralluogo ha interessato le aree già esaminate durante un sopralluogo congiunto CNR-IGAG
e ISPRA, effettuato in data 24 novembre 2016, finalizzato alla valutazione di idoneità
geo-idrologica dei siti per il posizionamento di container, moduli S.A.E. e aree servizi in
prossimità del centro urbano. Durante il precedente sopralluogo, erano state evidenziate
alcune criticità per le aree denominate 1, 2, 4, 5 e 6. In particolare, era stato evidenziato come
le aree 1, 2, 4, e 6 ricadano in fasce a pericolosità idraulica bassa ed elevata, come definite dalla
relazione "Verifica della Compatibilità Idraulica e dell'Invarianza Idraulica delle trasformazioni
territoriali previste dal nuovo Piano Regolatore Generale in adeguamento al P.P.A.R. e al
P.T.C. del Comune di Visso". L'area denominata 5 è posta di fronte ad un versante interessato
parzialmente da una frana. Infine, anche l'area denominata 3 è stata oggetto di un secondo
sopralluogo ai fini di valutare l'idoneità geo-idrologica di una porzione aggiuntiva di territorio,
contigua a quella esaminata in precedenza, che il Comune di Visso ha ritenuto potenzialmente
utilizzabile. Data la peculiarità dei siti in esame e data la situazione emergenziale
post-terremoto del Comune di Visso, il Dipartimento di Protezione Civile ha ritenuto opportuno
procedere ad un secondo sopralluogo e all'analisi specifica delle criticità geo-idrologiche.
Relativamente al sopralluogo del 12 dicembre, è stato prodotto un primo rapporto tecnico per
l'area 1, considerata di prioritaria importanza in quanto riservata al posizionamento di
container.
La presente relazione, illustra invece la valutazione di idoneità geo-idrologica dei siti da
destinare a SAE e aree servizi (aree 2, 3, 4, 5 e 6).
Ivan Marchesini, Paola Reichenbach, 2016, SISMA 2016 – Relazione di sopralluogo per moduli abitativi provvisori (SAE) – Comune di Fiastra,
9 dicembre 2016 Fiastra, 2016,
Abstract
Localizzazione
Provincia_ Macerata
Comune_ Comune di Fiastra
Indirizzo/Località: (A) Fiastra capoluogo; (B) San Lorenzo; (C) Fiegni e (D) ...
Localizzazione
Provincia_ Macerata
Comune_ Comune di Fiastra
Indirizzo/Località: (A) Fiastra capoluogo; (B) San Lorenzo; (C) Fiegni e (D) Polverina
Coordinate geografiche (WGS 84 lon/lat in formato decimale): (A) lon 13° 9'24.51"E | lat 43° 2'3.40"N; (B) lon 13°
9'57.71"E| lat 43° 2'33.52"N; (C) lon 13° 9'38.87"E| lat 43° 3'30.93"N; (D) lon 13° 7'12.34"E | lat 43° 5'24.69"N.
Ivan Marchesini, Mauro Cardinali, 2016, SISMA 2016 – Relazione di sopralluogo, Castelsantangelo sul Nera, MC. – Comune di Castelsantangelo sul Nera,
01 dicembre 2016 Castelsantangelo sul Nera, 2016,
Abstract
Localizzazione
Provincia_ Macerata
Comune_ Castelsantangelo sul Nera
Indirizzo/Località, Coordinate geografiche (WGS 84 lon/lat in formato sessagesimale):
Frazioni di
Gualdo
13°10'23.31"E
42°53'10.56"N
Nocria
13° 9'19.89"E
42°53'42.61"N ...
Localizzazione
Provincia_ Macerata
Comune_ Castelsantangelo sul Nera
Indirizzo/Località, Coordinate geografiche (WGS 84 lon/lat in formato sessagesimale):
Frazioni di
Gualdo
13°10'23.31"E
42°53'10.56"N
Nocria
13° 9'19.89"E
42°53'42.61"N
Ivan Marchesini, Federica Fiorucci, Francesco Bucci, Michele Santangelo, 2016, SISMA 2016 – Relazione di sopralluogo per soluzioni abitative in emergenza (SAE), Castelsantangelo sul Nera, MC. – Comune di Castelsantangelo sul Nera,
21 novembre 2016 Castelsantangelo sul Nera, 2016,
Abstract
Localizzazione
Provincia_ Macerata
Comune_ Castelsantangelo sul Nera
Indirizzo/Località, Coordinate geografiche (WGS 84 lon/lat in formato sessagesimale):
Frazioni di
Gualdo
13°10'23.31"E
42°53'10.56"N
Nocelleto
13° 9'13.54"E
42°53'25.71"N
Nocria
13° ...
Localizzazione
Provincia_ Macerata
Comune_ Castelsantangelo sul Nera
Indirizzo/Località, Coordinate geografiche (WGS 84 lon/lat in formato sessagesimale):
Frazioni di
Gualdo
13°10'23.31"E
42°53'10.56"N
Nocelleto
13° 9'13.54"E
42°53'25.71"N
Nocria
13° 9'19.89"E
42°53'42.61"N
Vallinfante
13° 9'33.85"E
42°53'43.46"N
Ivan Marchesini, Francesca Ardizzone, 2016, SISMA 2016 – Relazione di sopralluogo per area da destinare a Moduli ad Uso Scolastico Provvisori (MUSP), San Severino Marche, MC. – Comune di San Severino Marche,
18 novembre 2016 San Severino Marche, area MUSP, 2016,
Abstract
Localizzazione
Provincia_ Macerata
Comune_ San Severino Marche
Indirizzo/Località: San Severino Marche
Coordinate geografiche (WGS 84 lon/lat in formato decimale): ...
Localizzazione
Provincia_ Macerata
Comune_ San Severino Marche
Indirizzo/Località: San Severino Marche
Coordinate geografiche (WGS 84 lon/lat in formato decimale): lon 13.172504° E | lat 43.229629° N
Ivan Marchesini, Francesca Ardizzone, 2016, SISMA 2016 – Relazione di sopralluogo per container, San Severino Marche, MC – Comune di San Severino Marche,
18 novembre 2016 San Severino Marche Container, 2016,
Abstract
Localizzazione
Provincia_ Macerata
Comune_ San Severino Marche
Indirizzo/Località: San Severino Marche
Coordinate geografiche (WGS 84 lon/lat in formato decimale): ...
Localizzazione
Provincia_ Macerata
Comune_ San Severino Marche
Indirizzo/Località: San Severino Marche
Coordinate geografiche (WGS 84 lon/lat in formato decimale): lon 13.179874° E | lat 43.229636° N
Ivan Marchesini, Francesca Ardizzone, 2016, SISMA 2016 – Relazione di sopralluogo per moduli abitativi provvisori (SAE), San Severino Marche, MC. – Comune_ San Severino Marche,
18 novembre 2016 San Severino Marche, 2016,
Abstract
Localizzazione
Provincia_ Macerata
Comune_ San Severino Marche
Indirizzo/Località: San Severino Marche
Coordinate geografiche (WGS 84 lon/lat in formato decimale): ...
Localizzazione
Provincia_ Macerata
Comune_ San Severino Marche
Indirizzo/Località: San Severino Marche
Coordinate geografiche (WGS 84 lon/lat in formato decimale): lon 13.179874° E | lat 43.229636° N
Paola Salvati
Ivan Marchesini
Francesca Bozzoni, 2016, SISMA 2016 – Relazione di sopralluogo per l’analisi del sito segnalato nel territorio del comune di Acquasanta Terme, AP, SP7 Boscomartese, km14+628 – Comune di Acquasanta,
9 novembre 2016 località SP7 Boscomartese, km14+628, 2016,
Abstract
Localizzazione
Provincia_ Ascoli Piceno
Comune_ Acquasanta Terme
Indirizzo/Località: SP7 Boscomartese, km14+628
Coordinate geografiche (WGS 84 lon/lat in formato decimale): ...
Localizzazione
Provincia_ Ascoli Piceno
Comune_ Acquasanta Terme
Indirizzo/Località: SP7 Boscomartese, km14+628
Coordinate geografiche (WGS 84 lon/lat in formato decimale): 13.447357 E / 42.733208 N
Ivan Marchesini & Fausto Guzzetti, 2016, SISMA 2016 – Relazione di sopralluogo per la verifica speditiva delle condizioni geo- idrologiche dei siti di interesse Castelsantangelo sul Nera – Comune di Castelsantangelo sul Nera –,
04 novembre 2016 Castelsantangelo sul Nera, 2016,
Abstract
Localizzazione
Provincia_ MACERATA
Comune_ Castelsantangelo sul Nera
Indirizzo/Località : Centro storico, Via del Parco e Via Pie la ...
Localizzazione
Provincia_ MACERATA
Comune_ Castelsantangelo sul Nera
Indirizzo/Località : Centro storico, Via del Parco e Via Pie la Rocca
Coordinate geografiche (WGS 84 lon/lat in formato sessagesimale): 42°53'41.5"N & 13°09'09.7"E
Mauro Rossi & Ivan Marchesini, 2016, SISMA 2016 – Relazione di sopralluogo per la verifica speditiva delle condizioni geo-idrologiche dei siti di interesse Retrosi – Comune di Amatrice –,
2016-10-26 Retrosi, 2016,
Abstract
Localizzazione
Provincia_ Rieti
Comune_ Amatrice
Indirizzo/Località: Retrorsi
Coordinate geografiche (WGS 84 lon/lat in formato sessagesimale): 42°37'25.9"N 13°18'57.7"E ...
Localizzazione
Provincia_ Rieti
Comune_ Amatrice
Indirizzo/Località: Retrorsi
Coordinate geografiche (WGS 84 lon/lat in formato sessagesimale): 42°37'25.9"N 13°18'57.7"E
Massimiliano Alvioli, CNR IRPI, Perugia
Marco Baldo, CNR IRPI, Torino
Daniele Giordan, CNR IRPI, Torino
Fausto Guzzetti, CNR IRPI, Perugia
Ivan Marchesini, CNR IRPI, Perugia
Paola Reichenbach, CNR IRPI, Perugia
Michele Santangelo, CNR IRPI, Perugia, 2016, SISMA2016 – RELAZIONE SULL’ANALISI DEL PROCESSO DI CADUTA MASSI CHE HA INTERESSATO LA STRADA PROVINCIALE 18, IN LOCALITÀ VILLANOVA DI ACCUMOLI, NEL COMUNE DI ACCUMOLI (RI),
1 novembre 2016 Villanova di Accumoli, 2016,
Abstract
A seguito degli eventi sismici che hanno colpito l'Italia centrale a partire dal 24
agosto 2016, ...
A seguito degli eventi sismici che hanno colpito l'Italia centrale a partire dal 24
agosto 2016, nell'area oggetto di studio si sono verificati fenomeni di crollo che
hanno interessato localmente la Strada Provinciale SP 18, in Provincia di Rieti. In
data 1 ottobre 2016 è stato effettuato un sopralluogo lungo la SP 18 con l'obiettivo
di verificare le condizioni di pericolosità da caduta massi, e di rischio residuo per
la stessa Strada Provinciale.
Il sopralluogo del 1 ottobre ha evidenziato due distinte sorgenti dei crolli, che
pongono diverse condizioni di pericolosità e di rischio residuo per l'infrastruttura
di trasporto.
A valle del sopralluogo, fu raccomandato di effettuare una modellazione numerica
del processo di scendimento dei massi, per contribuire a definire le condizioni di
rischio residuo per SP 18. Questa relazione illustra le attività svolte, i dati e le
metodologie utilizzate, e i risultati ottenuti dalla modellazione numerica del
fenomeno di caduta massi che ha interessato la SP 18.
Ivan Marchesini & Michele Santangelo, 2016, SISMA 2016 – Relazione di sopralluogo per la verifica speditiva delle condizioni geo- idrologiche dei siti di interesse area MAP,
19 settembre 2016 area MAP/SAE San Pellegrino, 2016,
Abstract
Localizzazione
Provincia_ PERUGIA
Comune_ NORCIA
Indirizzo/Località : S. Pellegrino, Via Crispi
Coordinate geografiche (WGS 84 lon/lat in formato sessagesimale) ...
Localizzazione
Provincia_ PERUGIA
Comune_ NORCIA
Indirizzo/Località : S. Pellegrino, Via Crispi
Coordinate geografiche (WGS 84 lon/lat in formato sessagesimale) :
42°45'22.7"N 13°09'00.3"E
Stralci cartografici (Google Maps e Bing maps)
Ivan Marchesini & Michele Santangelo, 2016, SISMA 2016 – Relazione di sopralluogo per la verifica speditiva delle condizioni geo- idrologiche dei siti di interesse area MAP,
19 settembre 2016 area MAP/SAE Norcia 2, 2016,
Abstract
Provincia: PERUGIA
Comune_ NORCIA
Indirizzo/Località : Viale XX settembre 25
Coordinate geografiche (WGS 84 lon/lat in formato sessagesimale) ...
Provincia: PERUGIA
Comune_ NORCIA
Indirizzo/Località : Viale XX settembre 25
Coordinate geografiche (WGS 84 lon/lat in formato sessagesimale) :
42°47'51.9"N 13°05'45.0"E
Stralci cartografici (Google Maps e Bing maps)
Ivan Marchesini & Michele Santangelo, 2016, SISMA 2016 – Relazione di sopralluogo per la verifica speditiva delle condizioni geo- idrologiche dei siti di interesse MAP,
19 settembre 2016, 2016,
Abstract
Anagrafica sopralluogo
Denominazione sito_ area MAP/SAE Norcia 1
Data del sopralluogo_ 19 settembre 2016
Enti_ CNR-IRPI (Istituto di ...
Anagrafica sopralluogo
Denominazione sito_ area MAP/SAE Norcia 1
Data del sopralluogo_ 19 settembre 2016
Enti_ CNR-IRPI (Istituto di Ricerca per la Protezione Idrogeologica del Consiglio Nazionale delle Ricerche)
Paola Salvati, Ivan Marchesini, 2016, SISMA 2016 – Relazione di sopralluogo per la verifica speditiva del potenziale pericolo da frana nell’area dell’ex-cava in prossimità della frazione Terracino – Comune di Accumoli,
2016,
Abstract
Relazione di sopralluogo per la verifica speditiva del potenziale
pericolo da frana nell'area dell'ex-cava in prossimità ...
Relazione di sopralluogo per la verifica speditiva del potenziale
pericolo da frana nell'area dell'ex-cava in prossimità della frazione
Terracino (Comune di Accumoli)
Mauro Cardinali, Paola Reichenbach, Ivan MArchesini, Mauro Rossi, 2016, SISMA 2016 – Relazione sopralluoghi per la verifica speditiva delle condizioni geo-idrologiche dei campi tendati. Comuni di Amatrice e Accumuli,
26/08/2016, 2016,
Abstract
In data 26/08/2016, a seguito della richiesta del Dipartimento della Protezione Civile, Uffici Rischi
Idrogeologici ed ...
In data 26/08/2016, a seguito della richiesta del Dipartimento della Protezione Civile, Uffici Rischi
Idrogeologici ed Antropici, l'Istituto di Ricerca per la Protezione Idrogeologica del Consiglio Nazionale delle
RIcerche (CNR IRPI) ha effettuato dei sopralluoghi per la valutazione della idoneità geo-idrologica dei campi
tendati nelle seguenti località:
1. Frazione Torrita del Comune di Amatrice
2. Frazione Roccasalli del Comune di Accumoli
3. Frazione Fonte del Campo del Comune di Accumoli
4. Frazione Illica del Comune di Accumoli
olga petrucci, 2016, Effects of damaging hydrogeological events on people in a Mediterranean region,
15th Plinius Conference on Mediterranean Risks, giardini naxos, 09/06/2016,
Abstract
Effects of damaging hydrogeological events on people in a Mediterranean region ...
Effects of damaging hydrogeological events on people in a Mediterranean region
olga petrucci, 2016, Effetti delle alluvioni sulle persone, dall’indagine storica all’educazione della popolazione,
L'alluvione, le alluvioni_ Memoria e azione, UNICAL, 4/11/ 2016,
Abstract
Effetti delle alluvioni sulle persone, dall'indagine storica all'educazione della popolazione ...
Effetti delle alluvioni sulle persone, dall'indagine storica all'educazione della popolazione
Francesco Frondini (1), Walter Dragoni (1), Giovanni Chiodini (2), Stefano Caliro (3), Carlo Cardellini (1),Marco Donnini (4), Nicola Morgantini (5), 2016, Short and long term chemical and isotopic variations of Lake Trasimeno (Italy),
EGU General Assembly 2016, 17-22/04/2016,
Abstract
Lake Trasimeno, located in Umbria (central Italy), is a shallow lake of a remarkable naturalistic ...
Lake Trasimeno, located in Umbria (central Italy), is a shallow lake of a remarkable naturalistic interest and a sig-nificant resource for the economy of the region (Ludovisi and Gaino, 2010; ragoni, 2004). The Lake Trasimenohas an average area of about 124 km2 with a maximum depth of approximately 5.5 m, has no natural outlet andthe volume of water stored is strictly linked to rainfall. In order to limit water level variations in 1898 an efficientoutlet was built. At present the water exits from the Lake only when the level reaches a fixed threshold above theoutlet channel, so during periods with low precipitation the evaporation becomes the most relevant output fromthe lake. For instance, between 1989 and 2013 the outlet did not work, and the maximum depth of the lake wasreduced to little more than three meters. In the framework of climate change, it is important to understand thechanges that could affect Lake Trasimeno in the near future. To this aim it is necessary to individuate the long termtrends of the hydrologic, chemical and physical characteristics of the Trasimeno water and distinguish them fromthe short term variations. At the present it is available a long record of hydrologic data allowing reliable studieson quantitative variations at Lake Trasimeno (Dragoni et al., 2015; Dragoni et al., 2012; udovisi and Gaino,2010), but the definition of the chemical and isotopic trends of lake water it is still a problematic task. On the basisof new chemical and isotopic data, collected from 2006 to 2015, it is possible to observe (i) short term and/orvery short (seasonal) variations in temperature, salinity and saturation state with respect to carbonate mineralsand a long term trends in isotopic composition of water and total load of mobile species (Cl, Na). The short termvariations readily respond to the precipitation regime and are strongly related to lake level; the long term trendis probably related to the progressive increase of near-surface atmospheric temperature observed in the last decades.
Carlo Cardellini (1), Giovanni Chiodini (2), Angelo Rosiello (1), Emanula Bagnato (1), Rosario Avino (3),Francesco Frondini (1), Stefano Caliro (3), Giulio Beddini (1), Marco Donnini (4), and Matto Lelli (5), 2016, Long time series of soil CO2 degassing measurements at Solfatara of Pozzuoli (Campi Flegrei, Italy),
EGU General Assembly 2016, 17-22/04/2016,
Caloiero T.; Coscarelli R.; Ferrari E.; Sirangelo B., 2016, Trends in the Daily Precipitation Categories of Calabria (Southern Italy),
Procedia engineering 162 (2016): 32–38. doi_10.1016/j.proeng.2016.11.008,
DOI: 10.1016%2Fj.proeng.2016.11.008
Abstract
This study presents an analysis of daily rainfall categories over a region of southern Italy ...
This study presents an analysis of daily rainfall categories over a region of southern Italy using a set of daily homogenous precipitation series for the period 1916-2006. Six daily rainfall categories have been considered_ Light, 0-4 mm/day; Light-Moderate, 4-16 mm/day; Moderate-Heavy, 16-32 mm/day; Heavy, 32-64 mm/day; Heavy-Torrential, 64-128 mm/day; Torrential, 128-up mm/day. Results showed that Light-Moderate, Moderate-Heavy and Heavy rainfall are the main contributors to the total annual rainfall. Moreover, a trend analysis through the Mann-Kendall test showed a decreasing trend of the higher categories and an increasing trend of the weaker categories.
Mirabella F., Bucci F., Cardinali M., Santangelo M., Barchi M.R., Guzzetti F., 2016, Alluvial fan shift reveals Quaternary migration of active extension. A case study in the Northern Apennines of Italy,
Rendiconti online Società Geologica Italiana 40 (2016).,
Daniela Valigi, Juan Antonio Luque-Espinar, Lucio Di Matteo, Costanza Cambi, Eulogio Pardo-Igúzquiza, Mauro Rossi, 2016, Analysis of drought conditions and their effects on Lake Trasimeno (Central Italy) levels,
Acque sotterranee AS17- 215 (2016): 39–47. doi_10.7343/as-2016-215,
DOI: 10.7343%2Fas-2016-215
Abstract
An analysis of drought conditions on the Lake Trasimeno area (Umbria, Central Italy) and of ...
An analysis of drought conditions on the Lake Trasimeno area (Umbria, Central Italy) and of their influence on the lake levels is presented. Lake Trasimeno is one of the largest Italian lakes, and its economic and environmental importance is very high. The analysis of temperature data (1963-2014) shows that annual temperature is in-creasing - in accordance with what is known for Central Italy and the Mediterranean area - with a significant gradient of about 0.023°C/year. No significant annual and seasonal rainfall trends were observed over the Lake Trasimeno catchment. The power spectrum analysis of rainfall and lake level fluctuations shows that both periodograms have high statistical confidence levels (>99%) for annual and semi-annual cycles. The annual cycles of the periodogram of lake level fluctuations show a higher statistical confidence level than semi-annual cycles. Some other cycles such as the El-Niño Southern oscillation, North Atlantic oscillation, and solar activity are highlighted, with significance levels lower than that of annual and semi-annual cycles. The standardized precipitation (SPI) and standardized reconnaissance drought indices, at different time scales, show that frequency and duration of extreme and severe droughts have increased in the last 25 years. A significant rela-tionship between 12-month SPI and 12-month standardized lake levels fluctuations was obtained for the 1989-2014 period, indicating that SPI12 can be a useful indicator to represent drought severity for systems such as the Lake Trasimeno by considering lake level fluctuations rather than lake levels.
(20) Analysis of drought conditions and their effects on Lake Trasimeno (Central Italy) levels. Available from_ https_//www.researchgate.net/publication/309866187_Analysis_of_drought_conditions_and_their_effects_on_Lake_Trasimeno_Central_Italy_levels [accessed Nov 08 2017].
Mauro Caprioli, Rosamaria Trizzino, 2016, EXPERIENCES OF UAV SURVEYS APPLIED TO CULTURAL HERITAGE AND ENVIRONMENTAL RISK MANAGEMENT,
NEW ADVANCED GNSS and 3D SPATIAL TECHNIQUES_ APPLICATIONS to CIVIL AND ENVIRONMENTAL ENGINEERING, GEOPHYSICS, ARCHEOLOGY and CULTURAL HERITAGE, TRIESTE (Italy), 18 - 20 February 2016,
Abstract
Unmanned Aerial Vehicles (UAV) are emerging as a key engineering tool for future environmental survey ...
Unmanned Aerial Vehicles (UAV) are emerging as a key engineering tool for future environmental survey tasks. In particular, the UAV survey techniques allow for a more detailed depiction of the characteristics of the cultural heritage of which our country is so rich. UAV aerial imagery offers both timely (on demand) and more detailed (higher resolution) information than comparable satellite imagery. In the present study the opportunities of obtaining more detailed documentation of cultural goods throughout UAV survey have been investigated. This paper presents the results of UAV surveys carried out in three areas of Apulia territory of great environmental concern. The first study area is an ancient Aragonese watchtower of the seventeenth century, located in the countryside of Polignano a Mare (Bari, Southern Italy). The surveys have been carried out with an "esacopter" equipped with a CANON EOS 550D camera. UAV-images data were processed using dedicated software (Agisoft Photoscan) and as a result, starting from 330 nadiral and inclined images, a cloud of 524.607 points with a 0.0100 m/pix resolution was obtained. The tower's model was extracted from the whole point cloud using ESRI ArcGIS 10.3 software. This kind of survey allowed highlighting some peculiarities of the tower that would not have been detectable with a terrestrial survey. In the 2nd study area several survey techniques and methodologies (Total Station and GNSS receivers, LiDAR and UAV photogrammetric surveys) applied to a limestone quarry have been compared in order to describe accuracies, precisions, precautions, operative difficulties and costs of each one. For each method different algorithms have been used in order to build the respective Digital Terrain Models (DTM). This analysis showed that the obtained DTMs are almost perfectly comparable. Finally, an UAV survey has been carried out along about 1 km of coast in the Salento peninsula (Lecce, Southern Italy). This area is affected by serious environmental risks due to the presence of dangerous rocky cliffs. The UAV platform was equipped with a photogrammetric measurement system that allowed obtaining a mobile mapping of the fractured fronts of dangerous rocky cliffs. The environmental information has been arranged in an ArcGIS platform in order to assess the risk levels. The experiences of UAV surveys carried out in this area confirmed that for inaccessible locations of dangerous rocky bodies the UAV survey coupled with GIS methodology proves to be a key engineering tool for the management of environmental risks.
Del Gaudio V., Wasowski J., Luo Y., Huang R., Wang Y., 2016, Using ambient noise to investigate slope instabilities induced by the 2008 Wenchuan earthquake (Sichuan, China). In_ Landslides and Engineered Slopes. Experience, Theory and Practice,
Landslides and Engineered Slopes - Experience, Theory and Practice, edited by Aversa, L. Cascini, L. Picarelli, C. Scavia, pp. 789–795. Boca Raton_ CRC press, 2016,
Abstract
Ambient noise recordings were acquired at sites affected by slope failures during the Mw
7.9 Wenchuan ...
Ambient noise recordings were acquired at sites affected by slope failures during the Mw
7.9 Wenchuan earthquake of May 12th, 2008 (Sichuan Province, China) in order to investigate the role of
site amplification in slope destabilisation. Data were processed using a technique based on instantaneous
polarisation analysis to derive Rayleigh wave characteristics correlated to site dynamic response properties
like resonance frequencies and maximum amplification directions. These properties can be revealed
by the observation of pronounced peak values of H/V ratios between horizontal and vertical components
of ground motion at site specific frequencies and directions. The analysis results showed that, in comparison
to "reference" sites, where no evidence of a preferential polarisation was observed, ground motions at
most of the sites on slopes were preferentially oriented along directions related to local structural and/or
morphological features (~perpendicular to fault systems, ~parallel or perpendicular to relief elongation).
Wasowski J., D. Giordan, V. Singhroy, 2016, Encyclopedia of Engineering Geology – Earth Sciences Series, 1-4,
Encyclopedia of Engineering Geology, edited by P.T. Bobrowsky, B. Marker, pp. 1–4. Berlin_ Springer International Publishing AG, 2016,
Abstract
Remote Sensing
New remote sensing technologies can now provide very high
spatial resolution imagery for producing detailed ...
Remote Sensing
New remote sensing technologies can now provide very high
spatial resolution imagery for producing detailed topographic
maps and DEM. Very-high-precision measurements of
ground surface and infrastructure deformations can also be
obtained. Spaceborne radar sensors offer great potential for
multi-scale (from regional scale to site specific) deformation
monitoring because of wide-area coverage and regular schedule
with increasing revisit frequency, while maintaining high
spatial resolution and millimeter precision of measurement.
The high resolutions of the new-generation satellite sensors
imply now the possibility to derive very detailed information
that fits the requirements of engineers and is relevant to many
engineering geology investigations, both in research and
practice.
It is recognized that engineering geologists generally have
limited knowledge of sophisticated remote sensing technologies.
Therefore, a greater opening of the profession to closer
multidisciplinary collaborations is needed to fully benefit
from the enormous quantities of information the innovative
remote sensing can now produce. New collaborations have to
be established, particularly with physicists and electronic
engineers specializing in advanced image/signal processing
and big data management, and geologists with expertise in
interpretation of digital remotely sensed data.
Juang, Charng Hsein; Carranza-Torres, Carlos; Crosta, Giovanni; Dong, Jia-Jyun; Gokceoglu, Candan; Jibson, Randall W.; Shakoor, Abdul; Tang, Huiming; van Asch, Theo W. J.; Wasowski, Janusz, 2016, Engineering geology – A fifty year perspective,
Engineering geology 201 (2016): 67–70. doi_10.1016/j.enggeo.2015.12.020,
DOI: 10.1016%2Fj.enggeo.2015.12.020
Abstract
Recently, the Journal, Engineering Geology, celebrated its 50th anniversary.
Engineering Geology (referred to hereinafter as "the ...
Recently, the Journal, Engineering Geology, celebrated its 50th anniversary.
Engineering Geology (referred to hereinafter as "the Journal")
was founded in 1965 with the inaugural issue published in August of
that year. More than 3400 papers have been published in the Journal
since then. To help celebrate the 50th anniversary of the Journal, a
virtual special issue (VSI) that consists of thirty selected papers was
published in 2015 (http://www.journals.elsevier.com/engineeringgeology/).
These papers were selected by the two Chief Editors, Carlos
Carranza-Torres and Charng Hsein Juang, with the assistance from the
publisher, Kate Hibbert. The selection criteria included citations, the balance
of the subjects, and contributions of individuals to the Journal. The
preface of the VSIwaswritten by CharngHsein Juang with contributions
from selected members of the Editorial Board of the Journal. This short
communication, an enlarged version of the preface of the VSI, aims to
summarize the history of the Journal, to discuss the future challenges
faced by the engineering geology communities, and to provide new
horizons for the young practitioners and researchers in this field.
Chen, Zuyu; Meng, Xingmin; Yin, Yueping; Dijkstra, Tom; Winter, Mike; Wasowski, Janusz, 2016, Landslide Research in China,
Quarterly journal of engineering geology and hydrogeology 49 (2016): 279–285. doi_10.1144/qjegh2016-100,
DOI: 10.1144%2Fqjegh2016-100
Abstract
On 9 April 2000, a 91 Mm(3) rock avalanche occurred in Linzhi Prefecture, Tibet. The ...
On 9 April 2000, a 91 Mm(3) rock avalanche occurred in Linzhi Prefecture, Tibet. The event was accompanied by a deafening noise, with the rock mass travelling from a maximum elevation of 5132 m and coming to a rest at an elevation of 2163 m. It formed a landslide dam in the Yigong Zangbo River of some 55 m height, impounding a reservoir of some 2 Gm(3) for a period of 62 days after which it emptied in less than 12 h. This event was a forewarning of a period of frequent geological disasters in China during the start of the 21st century. The ensuing Wenchuan earthquake (surface-wave magnitude M-s 8.0; May 2008), Zhouqu debris flow (August 2010) and Ludian earthquake (M-s 6.7; August 2014) led to the Chinese Government renewing its campaign against geological disasters and it has since invested heavily in scientific research to guide efforts to mitigate the impact of such natural disasters. This thematic set on Landslide Research in China was initiated to highlight this research. This paper provides a brief review of three of the featured subjects and accompanies the five papers published in the thematic set.
Mihai Niculita, Mihai Ciprian Margarint, Michele Santangelo, 2016, Holocene landslide activity in Moldavian Plateau (NE Romania) based on archaeological evidence,
European Geosciences Union General Assembly 2016, Vienna, 17-22/04/2016,
Abstract
Landslides are widespread phenomena that contribute to shape the landscape. Assessing the time sequence of
landslide ...
Landslides are widespread phenomena that contribute to shape the landscape. Assessing the time sequence of
landslide activity during the Holocene can help (i) better frame the present day landslide distribution in the wider
context of climate change and (ii) better define landslide hazard to take adequate mitigation measures to preserve
the elements at risk such as archaeological heritage and currently used structures and infrastructures. Rigorous
image interpretation criteria applied to the interpretation of remote sensing images can be a valuable tool to derive
information on landslide spatial and temporal distribution. However, it only allows to broadly estimate the relative
age of landslides based on their morphologic signature.
In this work, we investigate the topological relations between landslides and archaeological sites for nine selected
settlements in the Moldavian Plateau, situated on ridges and hillslopes. Landslides and sites were mapped using
high resolution LIDAR DEMs and extensive field validation activities. Landslides were classified as very old
(relict), old, and recent, according to their morphologic appearance.
We argue the possibility of (i) assigning a relative age to the three main classes of landslides as they appear on the
present day topography, and (ii) assessing the landslide activity during the Holocene. Using this information, we
set up a model of landslide evolution during the Holocene for the Moldavian Plateau, NE Romania.
Analysis of the landslide inventories revealed decreasing landslide size over time, and newer landslides tend to
occur as reactivations of older landslides, partly remobilizing their deposits, and mostly causing retreat of their
escarpments. Analysis of the spatial relationships of the archaeological sites with the landslide inventories revealed
that the settlers exploited the natural inaccessible decametric escarpments of very old landslides as defensive
measures, whereas retrogressive reactivation of such older landslides partly destroyed the fortresses. Spatial
interaction between landslides and sites allowed reconstruction of a first coarse resolution time sequence for
landslide occurrence in the Moldavian Plateau. In particular, very old landslides seem to have occurred between
the Upper Pleistocene (~12 ka BP) and 6 ka BP, old landslides occurred not earlier than 6 ka BP, and not later
than a few centuries ago. More recent landslides occurred at most during the last centuries. Acknowledging the
coarse resolution of this study, we maintain that it underlines a clear spatial and dimensional evolutionary trend of
Holocene landslide activity in response to climate changes.
We think this approach can be extended to other archaeologic sites of the study area, and to other areas.
Furthermore, similar studies can prove useful for landslide hazard analyses, helping to adopt adequate protection
and mitigation measures, framed in a climate change scenario.
Bucci F., Mirabella F., Santangelo M., Cardinali M., Guzzetti F., 2016, Tectono-sedimentary evolution of an extensional basin revealed by a combined photo-geological and field-mapping approach. The Montefalco Basin (Northern Apennines, Italy),
Geophysical research abstracts (Online) 18 (2016).,
Abstract
Active extensional basins are important since their sedimentary infills and bounding tectonic structures provide_ i)
sinks ...
Active extensional basins are important since their sedimentary infills and bounding tectonic structures provide_ i)
sinks with preservation potential for sedimentary and fossil records of past changes in climate and sediment/water
supply, ii) information on the growth, activity, decay and death of normal faults, iii) vast economic reserves of
hydrocarbons, water and minerals.
Unfortunately, quaternary extensional basins, especially if located in humid and temperate climate environments,
are often characterized by extensively cultivated areas, homogeneous terrains and quite flat morphologies. Furthermore,
they commonly host human settlements, together with roads, economic and industrial infrastructures,
with a consequent limited availability of good outcrops. Such a limitation can (often severely) hamper an adequate
mapping of the sedimentary infill. Therefore alternative methodological approaches (such as aerial photographs
interpretation, API) are needed to integrate heterogeneous and incomplete datasets.
This contribution presents an updated photo-geological map of a Quaternary extensional basin in Central Italy,
the Montefalco Basin. This basin developed in a continental environment characterized by clayey-sandy lacustrine
and fluvial sequences (late Pliocene - early Pleistocene) underlying more recent coarse grained deposits related to
alluvial fan environment (early-to-late Pleistocene) and younger palustrine deposits (late Pleistocene). Since the
late Pleistocene, regional uplift and local tectonics led to the end of deposition in the Montefalco basin, which
experienced a diffuse incision and the modification of the drainage network, in response to the W-to-E migration
of active faulting and tectonic subsidence.
The new photo-geological map represents an important improvement compared to the existing data, since it provides
unprecedented and spatially distributed information on the geometry of the continental deposits and on the
tectonic structures affecting the evolution of the basin.
Furthermore, results demonstrate that integration of accurate photo-geological maps produced through API and
geological field mapping, can contribute to_ (i) characterize the tectono-stratigraphic architecture and the geomorphological
evolution of continental basins, (ii) help mineral reserves investigation, (iii) provide new input for active
tectonic studies, (iv) produce new geological maps in other continental and marine basins, where field data are hard
to collect.
Mirabella F., Bucci F., Cardinali M., Santangelo M., Guzzetti F., 2016, Quaternary migration of active extension revealed by a syn-tectonic alluvial fan shift. A case study in the Northern Apennines of Italy.,
Geophysical research abstracts (Online) 18 (2016).,
Abstract
In areas characterized by the progressive migration of active extension through time, shifts in the ...
In areas characterized by the progressive migration of active extension through time, shifts in the position of
the active depocenter occur. Such shifts through time produces peculiar geomorphological settings that are often
characterized by wind gaps, abandoned valleys, streams captures and drainage inversions. These features provide
the opportunity to investigate active areas by studying the recent-most geological history of the related nearby
basins.
We investigate this topic in a tectonically active area in the Northern Apennines of Italy, as indicated by both
instrumental and historical seismicity (maximum epicentral intensity I0=VIII) and extension rates in the order of
2.5-2.7 mm/yr. In particular, we study the Montefalco ridge drainage inversion. Here, fluvial sands and imbricated
conglomerates deposited in a lower Pleistocene depocenter constituted by an extensional subsiding basin, are
presently uplifted more than 200 m above the present day alluvial plain. The Montefalco ridge drainage inversion,
at about 400 m a.s.l., separates two valleys, the Gualdo Cattaneo - Bastardo valley to the West (300 m a.s.l.) and
the Foligno present-day alluvial plain to the East (200 m a.s.l.). Seismic reflection data show that the maximum
thickness of the continental sequence in the Foligno valley is in the order of 500 m. This valley is presently occupied
by a 37 km^2 alluvial fan produced by the Topino river flowing from NE to SW.
To unravel the Quaternary tectonic evolution of the area, we integrate different data sets collected by field mapping,
detailed photo-geological data, sediments provenance information, and subsurface data.
We interpret the Montefalco ridge as a paleo-Foligno-like alluvial fan representing the evidence of the recent
migration of the active extension to the East of around 7 km. Considering an age of deformation of 2.5 My, an
extension rate of about 2.8 mm/yr is derived, which corresponds to the present-day geodetic rates.
We stress the importance of detailed multidisciplinary studies in the investigation of the time-space extension
which affects the steadiness/unsteadiness of faults behavior.
Niculita M., Bucci F., Santangelo M., Margarint M.C., 2016, Landslides and fortified settlements as valuable geoheritage sites in the Moldavian Plateau, North-Eastern Romania.,
Geophysical research abstracts (Online) 18 (2016).,
Margarint M.C., Santangelo M., Niculita M., Bucci F., 2016, Spatio-temporal relation between landslide occurrence and abandoned or not maintained agricultural terraces in the Moldavian Plateau, NE Romania.,
Geophysical research abstracts (Online) 18 (2016).,
SIMONE FRIGERIO, 2016, IL PROGETTO MAPPERS_ ESPERIENZA DI SMARTPHONESE CROWDSOURCINGPER LA GESTIONE DEI RISCHI,
La Collaborazione fra ICT e Geoscienze, Fondazione Politecnico di Milano, 4 Febbraio 2016,
Abstract
SCIENTIFIC AIMS
?Framework building within risk management (gaps within preparedness step andemergency support)
?Real-time goal of crowdsourcing ...
SCIENTIFIC AIMS
?Framework building within risk management (gaps within preparedness step andemergency support)
?Real-time goal of crowdsourcing with citizens/volunteers
?Geo-localised standard information (pre-compiled and updated by data response)
?Long-term goal of raising participation
?Continuous feedback from users to the rescue service
?Enhancing people's awareness and contribution of the territory
SIMONE FRIGERIO, LUCA SCHENATO, GIULIA BOSSI, MATTEO MANTOVANI, GIANLUCA MARCATO, ALESSANDRO PASUTO, 2016, Progetto MAppERS_ Smartphone e Web 2.0 per il crowdsourcing nei rischi naturali,
XII Convegno Nazionale del Gruppo di Geoscience e Tecnologie Informatiche Sezione della Società Geologica Italiana, Gavorrano (GR), 12 - 14 Giugno 2017,
Abstract
Helsinki requires a complex multi-risk management and context-specific real cases. Lack of resources management and ...
Helsinki requires a complex multi-risk management and context-specific real cases. Lack of resources management and volunteers roles especially with scarce local-based prioritization. A high number of volunteers within squads obliges real time tracking
Guzzetti Fausto, 2016, Perché le frane sono così poco sexy?,
2016,
Abstract
TED talk nell'ambito di TEDxCNR ...
TED talk nell'ambito di TEDxCNR
Muñoz-Sabater, J.; Al Bitar, A.; Brocca, L., 2016, Soil Moisture Retrievals Based on Active and Passive Microwave Data_ State-of-the-Art and Operational Applications,
Satellite Soil Moisture Retrieval, edited by G.P. Petropoulos, P. Srivastava, Y. Kerr, pp. 351–378. Amsterdam_ Elsevier, 2016,
Abstract
This chapter provides a description of current operational applications using state-of-the-art soil moisture retrievals from ...
This chapter provides a description of current operational applications using state-of-the-art soil moisture retrievals from active and passive remote sensing data. Both types of observations have demonstrated to contain useful information of shallow land variables. In particular, this chapter focuses on how soil moisture retrievals are used at the operational level to derive flood, drought, and landslides warnings, as well as its use in coupled land-atmospheric models. An overview of the caveats in the production and applications of the retrievals is also provided. The chapter ends by providing perspectives of these novel applications.
Brocca, L.; Ciabatta, L.; Moramarco, T.; Ponziani, F.; Berni, N.; Wagner, W., 2016, Use of Satellite Soil Moisture Products for the Operational Mitigation of Landslides Risk in Central Italy,
Satellite Soil Moisture Retrievals_ Techniques & Applications, edited by G.P. Petropoulos, P. Srivastava, Y. Kerr, pp. 231–247. Amsterdam_ Elsevier, 2016,
Abstract
The mitigation of landslide risk is needed for improving the resilience of our society to ...
The mitigation of landslide risk is needed for improving the resilience of our society to extreme events, particularly under climatic and global change conditions. The two main climatic drivers triggering shallow landslides can be identified in precipitation and soil moisture, as clearly recognized in the recent scientific literature. Surprisingly, the use of measurements of soil moisture is rarely employed in Early Warning systems for landslides prediction, and only a couple studies have considered satellite soil moisture observations in this context. This chapter aims at describing the Early Warning system for hydrogeological risk mitigation that is operating in Umbria Region (central Italy) since 2012, named PRESSCA, that fully exploit rainfall and soil moisture data for issuing warnings of possible landslides occurrence. Recently, PRESSCA system is being updated by incorporating in situ and satellite measurement of soil moisture for improving its reliability, robustness and accuracy. The preliminary analysis carried out for the optimal integration and use of satellite soil moisture data is described. Additionally, the added value of soil moisture observations with respect to the use of rainfall data only is shown.
Nigrelli G., Chiarle M., 2016, RiST Project_ Ricerca Scientifica e Tecnologica nel bacino glaciale della Bessanese (Balme, TO),
Balme nel panorama scientifico internazionale : Un anno di attività di ricerca, Balme (TO), 22/10/2016,
Abstract
RiST Project_ Ricerca Scientifica e Tecnologica nel bacino glaciale della Bessanese (Balme, TO). Presentazione del ...
RiST Project_ Ricerca Scientifica e Tecnologica nel bacino glaciale della Bessanese (Balme, TO). Presentazione del primo anno di attivirtà sperimentale.
Cavalli M., 2016, Utilizzo dei modelli digitali ad alta risoluzione per la caratterizzazione morfologica di reticolo e bacino idrografico,
Workshop IAEG-OGER "L'uso dei dati telerilevati in geologia applicate_ esperienze e prospettive", Bologna, 25/11/2016,
Abstract
Intervento su invito al Workshop IAEG-OGER "L'uso dei dati telerilevati in geologia applicate_ esperienze e ...
Intervento su invito al Workshop IAEG-OGER "L'uso dei dati telerilevati in geologia applicate_ esperienze e prospettive"
Cavalli M., Crema S., Marchi L., 2016, Towards the integration of structural and functional approaches for the characterization of sediment dynamics in mountain catchments,
11 Convegno GIT - Geology and Information Technology, Torino, 13-15/06/2016,
Abstract
In this work the integration between structural, essentially based on the system structure (i.e., topography), ...
In this work the integration between structural, essentially based on the system structure (i.e., topography), and functional (i.e. considering processes driving sediment and energy fluxes) approaches is proposed for characterizing sediment connectivity in a small mountain catchment. The structural approach, based on a topography-based sediment connectivity index, is used for assessing hillslope-to-channel connectivity. Since field data on processes driving sediment transport along the channel network are available, a functional approach has been devised to estimate within-channel connectivity. An index of unit stream power computed from the hydraulic properties of the channel (i.e., discharge, slope and channel width) has been compared with the critical unit stream power computed from incipient motion thresholds derived from field data to identify the cells of the Digital Terrain Model (DTM) in which sediment can be mobilized under near-bankfull conditions. The index expressing the within-channel connectivity is given by the length of the reaches consisting of contiguous cells that exceed the critical unit stream power. During high-magnitude floods, when unit stream power values exceed the threshold for incipient motion, channels experience an increase in both hydrological and sediment connectivity. The proposed index characterizes those sections of the channel network that are effectively connected under near-bankfull conditions. The model has been developed and tested in a small mountain catchment in the Italian Alps (Strimm catchment, 8.42 km2) in which a high-resolution DTM and monitored discharge and sediment transport data are available. The integration between structural and functional indices of sediment connectivity has permitted characterizing the spatial pattern of sediment connectivity on the hillslope and pointing out potential sites for sediment erosion, entrainment and deposition along the main channel network. This combined approach represents a new development of the index of connectivity considering sediment transport process along the channel network, with the only limitation related to field data availability. However, further testing is required to validate the index in order apply it to other catchments.
Xue Y.; Meng X.; Wasowsk J.; Chen G.; Li K.; Guo P.; Bovenga F.; Zeng R., 2016, Spatial analysis of surface deformation distribution detected by persistent scatterer interferometry in Lanzhou Region, China,
Environmental earth sciences (Print) 75 (2016): 1–12. doi_10.1007/s12665-015-4806-8,
DOI: 10.1007%2Fs12665-015-4806-8
Abstract
Persistent scatterer synthetic aperture radar interferometry (PS-InSAR) is a remote sensing method that can be ...
Persistent scatterer synthetic aperture radar interferometry (PS-InSAR) is a remote sensing method that can be used to detect surface deformation, which is an indicator of potential geohazards. By capturing such deformations over time, it is possible to obtain valuable information regarding geohazards such as landslides. This study focused on the use of PS-InSAR to investigate the distribution and causes of surface deformation in the Lanzhou region of Gansu Province in China. Between 2003 and 2010, 41 advanced synthetic aperture radar images were captured by the Envisat satellite and analyzed using PS-InSAR, and the correlation between the observed surface deformation and topographic, geologic, and anthropogenic factors was derived based on a geographic information system platform. It was found that the largest number and highest density of surface deformations occurred at elevations of 1486-1686 m. It was also established that slope ranges of 25°-30° and 35°-40° are threshold values at which surface deformation changes abruptly, and that slopes with north and northwest aspects are most prone to surface deformation. The lithologies most susceptible to surface deformation are clay, sandy soil, and loess. The normalized difference vegetation index indicated that surface deformation occurred most often in areas with sparse vegetation. Anthropogenic activities, e.g., construction and wastewater discharge, could be inferred as causal mechanisms of surface deformation. Comparison of the distributions of geohazards and surface deformation showed considerable consistency, which proves surface deformation can induce geohazards. These results could help governments improve urban planning and geohazard mitigation.
Comiti F., Borga M., Bussettini M., Marchi L., Rinaldi M., Surian N., 2016, Le valutazioni geomorfologiche sono necessarie per la valutazione del rischio alluvionale,
XXXV Convegno Nazionale di Idraulica e Costruzioni Idrauliche, pp. 525–528, Bologna, 14-16 Settembre 2016,
Abstract
· I fenomeni di piena eccezionale in Italia sono quasi sempre accompagnati da notevole trasporto ...
· I fenomeni di piena eccezionale in Italia sono quasi sempre accompagnati da notevole trasporto di sedimento grossolano e di materiale legnoso, che modificano la geometria degli alvei e creano occlusioni.
· Una pianificazione territoriale basata unicamente sui risultati di modellazioni idrauliche è nella maggior parte dei casi non adeguata ai fenomeni che realmente accadono durante eventi estremi.
· Le valutazioni geomorfologiche permettono la definizione di scenari di evento più aderenti alla realtà e che possono essere analizzati successivamente tramite modelli numerici.
Delrieu G.,
Ruin I.,
Gaume E.,
Borga M.,
Anquetin S.,
Boudevillain B.,
Creutin J-D.,
Lutoff C.,
Marchi L.,
Payrastre O.,
Scolobig A., 2016, Inter-disciplinary post-event surveys to untangle hazard and vulnerability in the impacts of flash-flood events in the Mediterranean,
The Mediterranean Region under Climate Change. A Scientific Update, 2016,
Abstract
Heavy precipitation events (HPE) and flash floods (FF) are common phenomena over the Mediterranean region. ...
Heavy precipitation events (HPE) and flash floods (FF) are common phenomena over the Mediterranean region.
The contribution provides illustrative results obtained from inter-disciplinary post-event surveys (PES) aimed at understanding the complexity of both the hydrological responses to HPE and the behavior of the exposed populations during such sudden crises.
Chiarle M., Nigrelli G., 2016, Campagna glaciologica 2015_ osservazioni ai ghiacciai Arguerey e Breuil (La Thuile, Aosta),
Geografia fisica e dinamica quaternaria (Testo stamp.) 39 (2016). doi_10.4461/ GFDQ 2016.39.20,
DOI: 10.4461%2F GFDQ 2016.39.20
Abstract
risultati della campagna glaciologica 2015_ osservazioni ai ghiacciai Arguerey e Breuil (La Thuile, Aosta) ...
risultati della campagna glaciologica 2015_ osservazioni ai ghiacciai Arguerey e Breuil (La Thuile, Aosta)
Nigrelli G., 2016, Osservazioni generali per i ghiacciai del gruppo Miravidi-Lechaud,
Geografia fisica e dinamica quaternaria (Testo stamp.) 39 (2016): 248–249. doi_10.4461/ GFDQ 2016.39.20,
DOI: 10.4461%2F GFDQ 2016.39.20
Abstract
Osservazioni generali per i ghiacciai del gruppo Miravidi-Lechaud per la campagna glaciologica 2015 ...
Osservazioni generali per i ghiacciai del gruppo Miravidi-Lechaud per la campagna glaciologica 2015
Tedesco, Giacomo; Borgatti, Lisa; Bondua, Stefano; Marcato, Gianluca, 2016, Joints representation strategy_ performance evaluation by a Finite Element code. A feasibility analysis of a tunnel infrastructure in the Carnian Alps,
Rendiconti online Società Geologica Italiana 41 (2016): 332–335. doi_10.3301/ROL.2016.161,
DOI: 10.3301%2FROL.2016.161
Abstract
This study is part of a wider feasibility analysis of a new forestry road in ...
This study is part of a wider feasibility analysis of a new forestry road in the Dolomitic region. The investigated area is located in northeastern Italy, in the Carnic Alps complex geological context. The rock mass which would be crossed by the tunnel is a highly tectonized limestone characterized by a relatively high strength of the intact rock. The project focuses on the rock mass characterization and the modelling of its behavior by means of numerical simulations with a Finite Elements (FE) code. The generalized Hoek-Brown criterion is used, normal and shear stiffness of the joints are evaluated and different strategies for the representation of the rock mass discontinuities are adopted. The effects of two support systems, preliminary designed by a diffused simplified method, are evaluated focusing on the space around the tunnel, where the joints reach the critical state.
Marchi L., 2016, Sediment sources and sediment connectivity monitoring in mountainous catchments,
CONNECTEUR - COST Action ES1306 - Field Meeting Israel, Haifa - Masada - Beer Sheva, 4-8 december 2016,
Abstract
The presentation considers two approaches to sediment connectivity monitoring_
1) opportunistic survey of sediment sources on ...
The presentation considers two approaches to sediment connectivity monitoring_
1) opportunistic survey of sediment sources on hillslopes (essentially event landslides) after major floods by means of remote and proximal sensing and analysis of coupling/decoupling with the channel network.
2) measurements in instrumented catchments (field surveys and DoD from TLS and LiDAR), including linking the evaluation of sediment supply from hillslopes to the monitoring of sediment fluxes at monitoring stations.
Giulio Iovine, Salvatore Gabriele
con la collaborazione di
Vincenzo Basile, Claudia Bruno, Daniela Distilo, Valeria Rago, 2016, PROPOSTA DI COLLABORAZIONE TRA RFI E CNR-IRPI PER LA CARATTERIZZAZIONE DEI SITI DI_ 1.Francica (km 292 – tratta Battipaglia-Reggio di Calabria) 2.Nicotera (km 56 – tratta Eccellente-Rosarno),
pp.1–16, 2016,
Abstract
Il 3 febbraio 2014 è stato condotto un sopralluogo speditivo su n.2 siti di interesse ...
Il 3 febbraio 2014 è stato condotto un sopralluogo speditivo su n.2 siti di interesse per RFI, ubicati rispettivamente nei territori dei comuni di Francica e di Nicotera. Si riporta una sintetica descrizione di quanto riscontrato, e alcuni suggerimenti sulle indagini che si potrebbero effettuare - con il coordinamento dell'IRPI - per la soluzione delle problematiche osservate.
Giulio Iovine, Salvatore Gabriele
con la collaborazione di
Vincenzo Basile, Claudia Bruno, Daniela Distilo, Valeria Rago, 2016, RAPPORTO DEL SOPRALLUOGO DEL 18 FEBBRAIO 2014 sito di Nicotera (km 56 – tratta Eccellente-Rosarno),
pp.1–7, 2016,
Abstract
Il 18 febbraio 2014 è stato condotto un secondo sopralluogo speditivo sul sito di Nicotera, ...
Il 18 febbraio 2014 è stato condotto un secondo sopralluogo speditivo sul sito di Nicotera, su richiesta informale di RFI. Rispetto a quanto riscontrato in occasione del primo sopralluogo effettuato il 3 febbraio, si è rilevato un aggravamento del quadro fessurativo sui manufatti e sul versante interessato dal fenomeno gravitativo, anche nel settore posto a monte della linea ferroviaria.
Si descrivono gli esiti del sopralluogo.