Barbara Zanuttigh

ORCID: 0000-0001-7728-1320
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About
Contact & Profiles
Research Areas
  • Coastal and Marine Dynamics
  • Wave and Wind Energy Systems
  • Coastal and Marine Management
  • Earthquake and Tsunami Effects
  • Tropical and Extratropical Cyclones Research
  • Ocean Waves and Remote Sensing
  • Flood Risk Assessment and Management
  • Coastal wetland ecosystem dynamics
  • Landslides and related hazards
  • Marine and Offshore Engineering Studies
  • Fluid Dynamics Simulations and Interactions
  • Hydrology and Sediment Transport Processes
  • Dam Engineering and Safety
  • Maritime and Coastal Archaeology
  • Fluid Dynamics and Vibration Analysis
  • Maritime Transport Emissions and Efficiency
  • Marine and coastal plant biology
  • Fluid Dynamics and Turbulent Flows
  • Structural Engineering and Vibration Analysis
  • Vibration and Dynamic Analysis
  • Granular flow and fluidized beds
  • Cryospheric studies and observations
  • Urban Planning and Valuation
  • Structural Health Monitoring Techniques
  • International Maritime Law Issues

University of Bologna
2014-2024

Zambon (Italy)
2020

CoNISMa
2020

Delft University of Technology
2015-2018

IHE Delft Institute for Water Education
2004-2017

Consortium for Coordination of Research activities Concerning the Venice Lagoon System
2012

Ca' Foscari University of Venice
2012

Università degli studi di Cassino e del Lazio Meridionale
2009

Ingegneria dei Trasporti (Italy)
2008

DHI
2004

Debris flows are often described as a succession of surges, which characterized by enhanced peak depth and velocity therefore tremendous increase their destructive power. For given characteristics the base flow, if channel is sufficiently long to allow an appreciable wave development, linear stability analysis in shallow streams shown provide reasonable prediction critical flow condition instability growth rate. The one‐dimensional (1‐D) theory, however, does not determination period fastest...

10.1029/2005rg000175 article EN Reviews of Geophysics 2007-09-01

European seas are encountering an upsurge in competing marine activities and infrastructures. Traditional exploitation such as fisheries, tourism, transportation, oil production accompanied by new sustainable economic offshore windfarms, aquaculture, tidal wave energy. One proposed solution to overcome possible claims at sea lies combining these part of Multi-Use Platforms Sea (MUPS). MUPS can be understood areas sea, designated for a combination activities, either completely integrated...

10.3390/su8040333 article EN Sustainability 2016-04-06

This contribution presents a new Artificial Neural Network (ANN) tool that is able to predict the main parameters describing wave-structure interaction processes: mean wave overtopping discharge (q), transmission and reflection coefficients (Kt Kr). ANN trained on an extended database (based CLASH database) of physical model tests, including at least one three output parameters, for total number nearly 18,000 tests. The selected 15 nondimensional input represent most significant effects...

10.1142/s0578563417500061 article EN Coastal Engineering Journal 2016-11-23

To accurately predict the consequences of nearshore waves, coastal engineers often employ numerical models. A variety these models, broadly classified as either phase-resolving or phase-averaged, exist; each with strengths and limitations owing to physical schematization processes within them. Models which resolve vertical flow structure full wave spectrum (i.e. sea-swell (SS) infragravity (IG) waves) are considered more accurate, but also computationally demanding than those approximations....

10.1016/j.envsoft.2020.104740 article EN cc-by Environmental Modelling & Software 2020-05-18

Objectives of this work are to experimentally analyse the dynamic impact dry avalanches on structures and examine possibility extending results debris flows; identify structure efficiency in terms extension shape deposition area; numerically validate adequacy shallow-water equations reproducing process maximum force obstacle; finally propose an analytical expression for estimating design force. Experiments were carried out two sandy mixtures flowing down a steep chute impacting obstacles...

10.1080/00221686.2006.9521703 article EN Journal of Hydraulic Research 2006-07-01
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