Pedro Antonio Arnau

Dr. Pedro Antonio Arnau

International Centre for Numerical Methods in Engineering (CIMNE)
orcid

Research Focus & Metrics

Academic Career Length

26Years (2001-Present)

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

Representative Publications

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1 June 2002 in Journal of Marine Systems
Verified
Journal Article
Closed access
MFM.M Flexas
M.M Flexas
Xavier Durrieu De MadronXavier Durrieu De Madron
Xavier Durrieu De Madron
MGM.A Garcia
M.A Garcia
MCM Canals
M Canals
PAPedro Antonio Arnau
Pedro Antonio Arnau

1 March 2009 in Journal of Hydrology
Verified
Journal Article
Closed access
CLCamino Liquete
Camino Liquete
MCMiquel Canals
Miquel Canals
WLWolfgang Ludwig
Wolfgang Ludwig
PAPedro Antonio Arnau
Pedro Antonio Arnau

1 August 2005 in Progress in Oceanography
Verified
Journal Article
Closed access
ARAnna Rubio
Anna Rubio
PAPedro Antonio Arnau
Pedro Antonio Arnau
MEManuel Espino
Manuel Espino
MFMaría del Mar Flexas
María del Mar Flexas
GJGabriel Jordà
Gabriel Jordà
ASAgustín S.-Arcilla
Agustín S.-Arcilla

1 November 2005 in Marine Geology
Verified
Journal Article
Closed access
CLC. Liquete
C. Liquete
PAPedro Antonio Arnau
Pedro Antonio Arnau
MCM. Canals
M. Canals
SCS. Colas
S. Colas

1 September 2004 in Oceanography
Verified
Journal Article
Closed access
PAPedro Antonio Arnau
Pedro Antonio Arnau
CLCamino Liquete
Camino Liquete
MCMiquel Canals
Miquel Canals

5 May 2007 in Journal of Geophysical Research
Verified
Journal Article
Open access
PDF file
Roger UrgelesRoger Urgeles
Roger Urgeles
BMBen De Mol
Ben De Mol
CLCamino Liquete
Camino Liquete
MCMiquel Canals
Miquel Canals
MBMarc De Batist
Marc De Batist
VWVerónica Willmott
Verónica Willmott
A field of sediment undulations has been mapped by means of high‐resolution multibeam bathymetry and seismic reflection profiles in the Llobregat River prodelta, off the city of Barcelona, Catalonia, Spain. Similar features had previously been recognized in other prodelta environments and interpreted either as downslope sediment deformation or sedimentary structures induced by bottom currents or hyperpycnal flows. Since the study area is undergoing significant offshore development, proper interpretation of such sediment undulations is needed for a correct risk assessment. The occurrence of the sediment undulations is restricted to the prodelta front on slope gradients between 3 and 0.2°. The undulations have developed at the edge and atop an area of gas bearing sediments within the Late Holocene high‐stand mud wedge. An evaluation is made of the characteristics of the sediment undulations in order to determine the most likely process for the origin of these structures. Among these characteristics are the continuity of the reflections and lack of diffractions in between different undulations, their size distribution (large to small) both from shallow to deep and with depth in section, the asymmetry (decreasing from proximal to distal), the crest to trough vertical distance on the landward side of the undulations (up to 0.5 m), and the lack of features that could indicate a progressive movement such as growth structures and drag folds. These characteristics indicate that the sediment undulations on the Llobregat River prodelta do not result from sediment deformation but rather from the interaction of bottom currents generated by hyperpycnal flows from the Llobregat River with regional sea water circulation. Their identification as sediment waves implies that such features do not pose a major hazard for further offshore development.