Eugenio Pugliese Carratelli

Dr. Eugenio Pugliese Carratelli

Department of Civil Engineering / DICIV, University of Salerno, 84084 Salerno, Italy

Research Focus & Metrics

Academic Career Length

48Years (1979-Present)

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

Representative Publications

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17 March 2008 in International Journal for Numerical Methods in Fluids
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Giacomo ViccioneGiacomo Viccione
Giacomo Viccione
VBV. Bovolin
V. Bovolin
Eugenio Pugliese CarratelliEugenio Pugliese Carratelli
Eugenio Pugliese Carratelli

14 January 2015 in Sensors
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Giovanni LudenoGiovanni Ludeno
Giovanni Ludeno
FRFerdinando Reale
Ferdinando Reale
Fabio DentaleFabio Dentale
Fabio Dentale
Eugenio Pugliese CarratelliEugenio Pugliese Carratelli
Eugenio Pugliese Carratelli
Antonio NataleAntonio Natale
Antonio Natale
Francesco SoldovieriFrancesco Soldovieri
Francesco Soldovieri
Marine X-band radar based systems are well tested to provide information about sea state and bathymetry. It is also well known that complex geometries and non-uniform bathymetries provide a much bigger challenge than offshore scenarios. In order to tackle this issue a retrieval method is proposed, based on spatial partitioning of the data and the application of the Normalized Scalar Product (NSP), which is an innovative procedure for the joint estimation of bathymetry and surface currents. The strategy is then applied to radar data acquired around a harbour entrance, and results show that the reconstructed bathymetry compares well with ground truth data obtained by an echo-sounder campaign, thus proving the reliability of the whole procedure. The spectrum thus retrieved is then analysed to show the evidence of reflected waves from the harbour jetties, as confirmed by chain of hydrodynamic models of the sea wave field. The possibility of using a land based radar to reveal sea wave reflection is entirely new and may open up new operational applications of the system.

24 March 2018 in Water
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Fabio DentaleFabio Dentale
Fabio Dentale
PFPierluigi Furcolo
Pierluigi Furcolo
Eugenio Pugliese CarratelliEugenio Pugliese Carratelli
Eugenio Pugliese Carratelli
FRFerdinando Reale
Ferdinando Reale
PCPasquale Contestabile
Pasquale Contestabile
Giuseppe Roberto TomasicchioGiuseppe Roberto Tomasicchio
Giuseppe Roberto Tomasicchio
Estimating the extreme values of significant wave height (HS), generally described by the HS return period TR function HS(TR) and by its confidence intervals, is a necessity in many branches of coastal science and engineering. The availability of indirect wave data generated by global and regional wind and wave model chains have brought radical changes to the estimation procedures of such probability distribution—weather and wave modeling systems are routinely run all over the world, and HS time series for each grid point are produced and published after assimilation (analysis) of the ground truth. However, while the sources of such indirect data are numerous, and generally of good quality, many aspects of their procedures are hidden to the users, who cannot evaluate the reliability and the limits of the HS(TR) deriving from such data. In order to provide a simple engineering tool to evaluate the probability of extreme sea-states as well as the quality of such estimates, we propose here a procedure based on integrating HS time series generated by model chains with those recorded by wave buoys in the same area.

1 September 2018 in International Journal of Naval Architecture and Ocean Engineering
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Fabio DentaleFabio Dentale
Fabio Dentale
FRFerdinando Reale
Ferdinando Reale
ALAngela Di Leo
Angela Di Leo
Eugenio Pugliese CarratelliEugenio Pugliese Carratelli
Eugenio Pugliese Carratelli

1 December 2014 in International Journal of Naval Architecture and Ocean Engineering
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Fabio DentaleFabio Dentale
Fabio Dentale
GDGiovanna Donnarumma
Giovanna Donnarumma
Eugenio Pugliese CarratelliEugenio Pugliese Carratelli
Eugenio Pugliese Carratelli
The paper provides some results of a new procedure to analyze the hydrodynamic aspects of the interactions between maritime emerged breakwaters and waves by integrating CAD and CFD. The structure is modeled in the numerical domain by overlapping individual three-dimensional elements (Tetrapods), very much like the real world or physical laboratory testing. Flow of the fluid within the interstices among concrete blocks is evaluated by integrating the RANS equations. The aim is to investigate the reliability of this approach as a design tool. Therefore, for the results’ validation, the numerical run-up and reflection effects on virtual breakwater were compared with some empirical formulae and some similar laboratory tests. Here are presented the results of a first simple validation procedure. The validation shows that, at present, this innovative approach can be used in the breakwater design phase for comparison between several design solutions with a significant minor cost

Verified
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FRFerdinando Reale
Ferdinando Reale
Eugenio Pugliese CarratelliEugenio Pugliese Carratelli
Eugenio Pugliese Carratelli
ALANGELA DI LEO
ANGELA DI LEO
Fabio DentaleFabio Dentale
Fabio Dentale
The orbital velocity of sea wave particles affects the value of sea surface parameters as measured by radar Doppler altimeters (also known as delay Doppler altimeter (DDA)). In DDA systems, the along-track resolution is attained by algorithms that take into account the Doppler shift induced by the component along the Earth/antenna direction of the satellite velocity, VS. Since the vertical component of the wave particle orbital velocity also induces an additional Doppler effect (in the following R-effect), an error arises on the positioning of the target on the sea surface. A numerical investigation shows that when the wavelength of sea waves is of the same order of magnitude of the altimeter resolution, the shape of the waveform might be significantly influenced by the R-effect. The phenomenon can be particularly important for the monitoring of long swells, such as those that often take place in the oceans.