Marcello Di Risio

Prof. Marcello Di Risio

University of L'Aquila - Department of Civil, Construction-Architectural and Environmental Engineering Department (DICEAA), Environmental and Maritime Hydraulic Laboratory (LIam), Monteluco di Roio, L'Aquila, Italy
orcid

Research Focus & Metrics

Academic Career Length

22Years (2005-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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30 September 2005 in Natural Hazards and Earth System Sciences
Verified
Journal Article
Open access
PDF file
APA. Panizzo
A. Panizzo
Paolo De GirolamoPaolo De Girolamo
Paolo De Girolamo
Marcello Di RisioMarcello Di Risio
Marcello Di Risio
AMA. Maistri
A. Maistri
APA. Petaccia
A. Petaccia
The empirical formulations to forecast landslide generated water waves, recently defined in the framework of a research program funded by the Italian National Dam Office RID (Registro Italiano Dighe), are here used to study three real cases of subaerial landslides which fell down italian artificial reservoirs. It is well known that impulse water waves generated by landslides constitute a very dangerous menace for human communities living in the shoreline of the artificial basin or downstream the dam. In 1963, the menace became tragedy, when a 270 millions m3 landslide fell down the Vajont reservoir (Italy), generated an impulse wave which destroyed the city of Longarone, and killed 2000 people. The paper is aimed at presenting the very satisfactorily reproduction of the events at hand by using forecasting formulations.

1 May 2009 in Coastal Engineering
Verified
Journal Article
Closed access
Marcello Di RisioMarcello Di Risio
Marcello Di Risio
GBGiorgio Belotti
Giorgio Belotti
APAndrea Panizzo
Andrea Panizzo
Paolo De GirolamoPaolo De Girolamo
Paolo De Girolamo

1 November 2005 in Coastal Engineering
Verified
Journal Article
Closed access
Alberto LambertiAlberto Lamberti
Alberto Lamberti
Renata ArchettiRenata Archetti
Renata Archetti
Morten KramerMorten Kramer
Morten Kramer
DPD. Paphitis
D. Paphitis
CMC. Mosso
C. Mosso
Marcello Di RisioMarcello Di Risio
Marcello Di Risio

20 January 2009 in Journal of Geophysical Research: Oceans
Verified
Journal Article
Closed access
PDF file
Marcello Di RisioMarcello Di Risio
Marcello Di Risio
Paolo De GirolamoPaolo De Girolamo
Paolo De Girolamo
GBGiorgio Belotti
Giorgio Belotti
APA. Panizzo
A. Panizzo
Francesco AristodemoFrancesco Aristodemo
Francesco Aristodemo
APA. F. Petrillo
A. F. Petrillo

2 July 2020 in Journal of Geophysical Research: Oceans
Verified
Journal Article
Open access
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Alessandro RomanoAlessandro Romano
Alessandro Romano
Javier López LaraJavier López Lara
Javier López Lara
GBG. Barajas
G. Barajas
BPB. Di Paolo
B. Di Paolo
GBGiorgio Belotti
Giorgio Belotti
Paolo De GirolamoPaolo De Girolamo
Paolo De Girolamo
The accurate modeling of the landslide‐generated tsunami characteristics in the so‐called near‐field is crucial for many practical applications. In this paper, we present a new full‐3‐D numerical method for modeling tsunamis generated by rigid and impermeable landslides in OpenFOAM® based on the overset mesh technique. The approach has been successfully validated through the numerical reproduction of past experiments for landslide‐generated tsunamis triggered by a rigid and impermeable wedge at a sloping coast. The method has been applied to perform a detailed numerical study of the near‐field wave features induced by submerged landslides. A parametric analysis has been carried out to explore the importance of the landslide's initial acceleration, directly related to the landslide‐triggering mechanisms, on the tsunami generation process and on the related wave properties. Near‐field analysis of the numerical results confirms that the influence of the initial acceleration on the tsunami wave properties is significant, affecting wave height, wave period, and wave celerity. Furthermore, it is found that the tsunami generation mechanism experiences a saturation effect for increasing landslide's initial acceleration, confirming and extending previous studies. Moreover, the resulting extended database, composed of previous experimental data and new numerical ones, spanning a wider range of governing parameters, has been represented in the form of a “nondimensional wavemaker curve,” and a new relationship for predicting the wave properties in the near‐field as a function of the Hammack number is proposed.

8 January 2011 in Natural Hazards
Verified
Journal Article
Closed access
PDF file
FMF. Montagna
F. Montagna
GBGiorgio Belotti
Giorgio Belotti
Marcello Di RisioMarcello Di Risio
Marcello Di Risio