We propose a three-dimensional numerical model for non-hydrostatic free surface flows in which the Navier-Stokes equations are expressed in integral form on a coordinate system in which the vertical coordinate is varying in time. By a time-dependent coordinate transformation, the irregular time varying physical domain is transformed into a uniform fixed computational domain, in which the equations of motion are numerically integrated by a shock-capturing scheme based on WENO reconstruction and an approximate HLL Riemann Solver. The proposed model is used to simulate free surface elevation and three-dimensional velocity fields induced by normally incident waves on a beach with submerged breakwaters. The three-dimensional numerical results are compared with experimental measurements and with the numerical results obtained by a depth-averaged horizontal two-dimensional model. This comparison shows that features of three-dimensionality in the fluid flow induced by wave-structure interaction, as the undertow, can be correctly simulated by the proposed non-hydrostatic three-dimensional model.

Three-dimensional numerical simulation of the velocity fields induced by submerged breakwaters / Cannata, Giovanni; Gallerano, Francesco; Palleschi, Federica; Petrelli, Chiara; Barsi, Luca. - In: INTERNATIONAL JOURNAL OF MECHANICS. - ISSN 1998-4448. - 13:(2019), pp. 1-14.

Three-dimensional numerical simulation of the velocity fields induced by submerged breakwaters

Cannata, Giovanni;Gallerano, Francesco;Palleschi, Federica;Petrelli, Chiara;Barsi, Luca
2019

Abstract

We propose a three-dimensional numerical model for non-hydrostatic free surface flows in which the Navier-Stokes equations are expressed in integral form on a coordinate system in which the vertical coordinate is varying in time. By a time-dependent coordinate transformation, the irregular time varying physical domain is transformed into a uniform fixed computational domain, in which the equations of motion are numerically integrated by a shock-capturing scheme based on WENO reconstruction and an approximate HLL Riemann Solver. The proposed model is used to simulate free surface elevation and three-dimensional velocity fields induced by normally incident waves on a beach with submerged breakwaters. The three-dimensional numerical results are compared with experimental measurements and with the numerical results obtained by a depth-averaged horizontal two-dimensional model. This comparison shows that features of three-dimensionality in the fluid flow induced by wave-structure interaction, as the undertow, can be correctly simulated by the proposed non-hydrostatic three-dimensional model.
2019
free-surface flow; three-dimensional; time-dependent coordinates; undertow; physics and astronomy (all); electrical and electronic engineering
01 Pubblicazione su rivista::01a Articolo in rivista
Three-dimensional numerical simulation of the velocity fields induced by submerged breakwaters / Cannata, Giovanni; Gallerano, Francesco; Palleschi, Federica; Petrelli, Chiara; Barsi, Luca. - In: INTERNATIONAL JOURNAL OF MECHANICS. - ISSN 1998-4448. - 13:(2019), pp. 1-14.
File allegati a questo prodotto
File Dimensione Formato  
Cannata_Three-dimensional-numerical_2019.pdf

accesso aperto

Note: http://naun.org/cms.action?id=19940
Tipologia: Versione editoriale (versione pubblicata con il layout dell'editore)
Licenza: Tutti i diritti riservati (All rights reserved)
Dimensione 1.84 MB
Formato Adobe PDF
1.84 MB Adobe PDF

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/1253670
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 19
  • ???jsp.display-item.citation.isi??? ND
social impact