Xavier Gironella Cobos

ORCID: 0000-0002-8862-5704
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About
Contact & Profiles
Research Areas
  • Coastal and Marine Dynamics
  • Fluid Dynamics Simulations and Interactions
  • Wave and Wind Energy Systems
  • Earthquake and Tsunami Effects
  • Ship Hydrodynamics and Maneuverability
  • Ocean Waves and Remote Sensing
  • Coastal wetland ecosystem dynamics
  • Maritime Navigation and Safety
  • Tropical and Extratropical Cyclones Research
  • Geotechnical Engineering and Underground Structures
  • Hydrology and Sediment Transport Processes
  • Hydraulic flow and structures
  • Fluid Dynamics and Heat Transfer
  • Marine and Offshore Engineering Studies
  • Structural Health Monitoring Techniques
  • Structural Integrity and Reliability Analysis
  • Fluid Dynamics and Vibration Analysis
  • Cavitation Phenomena in Pumps
  • Aeolian processes and effects
  • Structural Response to Dynamic Loads
  • Maritime Ports and Logistics
  • Lattice Boltzmann Simulation Studies
  • Remote Sensing and LiDAR Applications
  • Underwater Vehicles and Communication Systems
  • Experimental Learning in Engineering

Universitat Politècnica de Catalunya
2015-2024

Barcelona Centre for International Affairs
2013-2023

California Maritime Academy
2012-2022

Polytechnic University of Bari
2011-2020

Flanders Hydraulics
2020

Engineering (Italy)
2020

University of Bari Aldo Moro
2020

FC Barcelona
2016-2018

Parsons (United States)
2017

Massachusetts Institute of Technology
2017

In the present study hydrodynamic interaction of regular and irregular waves with floating breakwaters (FBs) in shallow intermediate waters is examined experimentally a large-scale facility. The experiments were conducted CIEM flume Catalonia University Technology, Barcelona. influence incident wave characteristics certain geometric characteristics, such as width draught structure, on its efficiency examined. Four different FBs configurations are examined: (a) single fixed FB, (b) heave...

10.1080/00221686.2005.9641234 article EN Journal of Hydraulic Research 2005-01-01

The aim of this study is to evaluate the applicability and suitability Smoothed Particle Hydrodynamics (SPH) method in modelling a flexible flat net currents. SPH meshless Lagrangian that discretises system into particles, making it particularly suitable for turbulent highly nonlinear flows with presence free surface. For net, methodology proposed uses fluid-driven elements (spheres) dynamic links discretise geometry within framework. This numerical approach allows determination deformation...

10.1016/j.oceaneng.2024.117102 article EN cc-by Ocean Engineering 2024-03-14

The Pont del Petroli is a dismissed pier in the area of Badalona, Spain, with high historical and social value. This structure was heavily damaged January 2020 during storm Gloria that hit southeastern Spain remarkable strength. reconstruction requires assessment characterization wave loading determined structural failure. Therefore, state-of-the-art Computational Fluid Dynamic (CFD) code employed herein as an aid for planned experimental campaign will be carried out at Maritime Engineering...

10.3390/jmse8100826 article EN cc-by Journal of Marine Science and Engineering 2020-10-21

In this work the Weakly Compressible SPH-based (WCSPH) model DualSPHysics has been validated and applied to study random wave overtopping of dike-promenade layout in shallow water conditions. Data from physical tests carried out a small-scale flume have used for validation. The results compared terms surface elevation, mean discharges individual volumes distribution. selected geometrical is representative coastal area Premià de Mar, Catalonia (Spain). This stretch coast presents both...

10.1016/j.apor.2021.102888 article EN cc-by-nc-nd Applied Ocean Research 2021-09-27

Significant research efforts are now being directed at floating offshore wind turbines. The main challenge posed by turbines is the high construction and installation costs of substructure, which make it too expensive for commercial exploitation in current energy market. With aim achieving a cost-effective platform turbines, new concept monolithic spar buoy hereby presented. concrete structure includes both tower floater, built as continuous single piece. This offers significant cost...

10.1680/jmaen.2014.24 article EN Proceedings of the Institution of Civil Engineers - Maritime Engineering 2016-06-01

Field data of a harbour basin are compared with analytical formulations for predicting maximum scouring depth due to propeller jets. Spatial analysis seven-year biannual bathymetries quantifies the evolution hole along sedimentation process within basin. The is found be order diameter rate first six months docking manoeuvring. Three analysed expressions yielded realistic results while observed discrepancies between theoretical predictions and field related scaling factors. outcomes this can...

10.1080/00221686.2016.1252801 article EN Journal of Hydraulic Research 2016-11-28

In January 2020, the footbridge connecting seaward platform of Pont del Petroli pier to Badalona beach collapsed due severe sea storm named Gloria. Approximately 15 m fell into as a result prolonged wave action and strong impacts. To understand complex interaction between waves structures that led pier’s collapse during storm, composite modelling approach was developed. The loads on each element were initially evaluated using meshless DualSPHysics code, which employs Smoothed Particle...

10.3389/fbuil.2024.1372906 article EN cc-by Frontiers in Built Environment 2024-05-30

This research examines the overtopping volumes associated with focused wave groups on smooth dikes an emerged toe. Focused are employed to represent highest waves of random sea states in a compact form, obviating need model entire irregular train. The study investigates how affected by focus location and phase. Results from 418 experimental tests have been gathered analyzed. experiments first-order generation theory analyse structural response. Subsequent studies will address errors induced...

10.20944/preprints202406.0747.v1 preprint EN 2024-06-11

Design criteria for coastal defenses exposed to wave overtopping are usually assessed by mean discharges and maximum individual volumes. However, it is often difficult give clear precise limits of tolerable all kinds layouts. A few studies analyzed the relationship between flows hazard levels people on sea dikes, confirming that one single value admissible discharge or volume not a sufficient indicator hazard, but detailed characterization flow velocities depths required. This work presents...

10.3390/jmse8080556 article EN cc-by Journal of Marine Science and Engineering 2020-07-24

One of the main aspects when testing floating offshore platforms is scaled mooring system, particularly with increased depths where such are intended. The paper proposes use truncated systems to emulate real system by solving an optimization problem. This approach could be interesting option existing facilities do not have enough available space. As part development a new spar platform made concrete for Floating Offshore Wind Turbines (FOWTs), called Windcrete, station keeping catenary...

10.3390/jmse3041362 article EN cc-by Journal of Marine Science and Engineering 2015-11-06

Twin propellers without a rudder were studied using physical model with fixed clearance distance and three different rotating velocities. Experimental results compared from theoretical expressions developed over the past 50 years for efflux velocity, axial maximum bed velocity. It was found that velocity equations overestimated experimental results, whereas computed velocities matched data reasonably well. However, when only one method to behave better; overestimation resulted if quadratic...

10.1061/(asce)ww.1943-5460.0000382 article EN cc-by Journal of Waterway Port Coastal and Ocean Engineering 2017-04-11

The measurement of wave-induced impacts on structures involves significant scientific and engineering challenges. Regular nearly breaking pgbgand broken waves generated following cnoidal first-order Stokes wavemaker theory have been considered to study the variability wave vertical breakwaters. Four small-scale hydraulic experiments were carried out repeated 120 times using high-speed pressure force equipment. High in measured field total observed, reflecting random nature studied phenomena....

10.1080/00221686.2017.1312576 article EN Journal of Hydraulic Research 2017-06-19

The present work employs the so-called Evolutionary Polynomial Regression (EPR) algorithm to build up a formula for assessment of mean wave overtopping discharge smooth sea dikes and vertical walls. EPR is data-mining tool that combines integrates numerical regression genetic programming. This technique here employed dig into relationship between main hydraulic structural parameters characterize problem under study. are chosen based on existing most used semi-empirical formulas assessment....

10.3390/jmse8080570 article EN cc-by Journal of Marine Science and Engineering 2020-07-29

Aquaculture in high-energy areas poses significant challenges to traditional engineering tools, as the strong non-linear loads exerted on structures often require more refined numerical models. In this work, we carry out modelling of an aquaculture net made copper alloy interacting with current, employing a Computational Fluid Dynamic (CFD) method. The approach used work allows for simulation direct interaction between and fluid, without need use hydrodynamic coefficients model net, unlike...

10.1016/j.apor.2024.104151 article EN cc-by-nc Applied Ocean Research 2024-08-08
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