Hydrodynamic Effects Produced by Submerged Breakwaters in a Coastal Area with a Curvilinear Shoreline

A three-dimensional numerical study of the hydrodynamic effect produced by a system of submerged breakwaters in a coastal area with a curvilinear shoreline is proposed. The three-dimensional model is based on an integral contravariant formulation of the Navier-Stokes equations in a time-dependent cu...

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Main Authors: Francesco Gallerano, Giovanni Cannata, Federica Palleschi
Format: Article
Language:English
Published: MDPI AG 2019-09-01
Series:Journal of Marine Science and Engineering
Subjects:
Online Access:https://www.mdpi.com/2077-1312/7/10/337
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spelling doaj-dc354e8849264c1387240e8b96a4072b2021-04-02T01:07:56ZengMDPI AGJournal of Marine Science and Engineering2077-13122019-09-0171033710.3390/jmse7100337jmse7100337Hydrodynamic Effects Produced by Submerged Breakwaters in a Coastal Area with a Curvilinear ShorelineFrancesco Gallerano0Giovanni Cannata1Federica Palleschi2Department of Civil, Constructional and Environmental Engineering, University of Rome, 001841 Rome, ItalyDepartment of Civil, Constructional and Environmental Engineering, University of Rome, 001841 Rome, ItalyDepartment of Civil, Constructional and Environmental Engineering, University of Rome, 001841 Rome, ItalyA three-dimensional numerical study of the hydrodynamic effect produced by a system of submerged breakwaters in a coastal area with a curvilinear shoreline is proposed. The three-dimensional model is based on an integral contravariant formulation of the Navier-Stokes equations in a time-dependent curvilinear coordinate system. The integral form of the contravariant Navier-Stokes equations is numerically integrated by a finite-volume shock-capturing scheme which uses Monotonic Upwind Scheme for Conservation Laws Total Variation Diminishing (MUSCL-TVD) reconstructions and an Harten Lax van Leer Riemann solver (HLL Riemann solver). The numerical model is used to verify whether the presence of a submerged coastal defence structure, in the coastal area with a curvilinear shoreline, is able to modify the wave induced circulation pattern and the hydrodynamic conditions from erosive to accretive.https://www.mdpi.com/2077-1312/7/10/337coastal regionhydrodynamicssubmerged breakwatersthree-dimensional modelnavier-stokes equationsintegral contravariant formulationtime-dependent curvilinear coordinates
collection DOAJ
language English
format Article
sources DOAJ
author Francesco Gallerano
Giovanni Cannata
Federica Palleschi
spellingShingle Francesco Gallerano
Giovanni Cannata
Federica Palleschi
Hydrodynamic Effects Produced by Submerged Breakwaters in a Coastal Area with a Curvilinear Shoreline
Journal of Marine Science and Engineering
coastal region
hydrodynamics
submerged breakwaters
three-dimensional model
navier-stokes equations
integral contravariant formulation
time-dependent curvilinear coordinates
author_facet Francesco Gallerano
Giovanni Cannata
Federica Palleschi
author_sort Francesco Gallerano
title Hydrodynamic Effects Produced by Submerged Breakwaters in a Coastal Area with a Curvilinear Shoreline
title_short Hydrodynamic Effects Produced by Submerged Breakwaters in a Coastal Area with a Curvilinear Shoreline
title_full Hydrodynamic Effects Produced by Submerged Breakwaters in a Coastal Area with a Curvilinear Shoreline
title_fullStr Hydrodynamic Effects Produced by Submerged Breakwaters in a Coastal Area with a Curvilinear Shoreline
title_full_unstemmed Hydrodynamic Effects Produced by Submerged Breakwaters in a Coastal Area with a Curvilinear Shoreline
title_sort hydrodynamic effects produced by submerged breakwaters in a coastal area with a curvilinear shoreline
publisher MDPI AG
series Journal of Marine Science and Engineering
issn 2077-1312
publishDate 2019-09-01
description A three-dimensional numerical study of the hydrodynamic effect produced by a system of submerged breakwaters in a coastal area with a curvilinear shoreline is proposed. The three-dimensional model is based on an integral contravariant formulation of the Navier-Stokes equations in a time-dependent curvilinear coordinate system. The integral form of the contravariant Navier-Stokes equations is numerically integrated by a finite-volume shock-capturing scheme which uses Monotonic Upwind Scheme for Conservation Laws Total Variation Diminishing (MUSCL-TVD) reconstructions and an Harten Lax van Leer Riemann solver (HLL Riemann solver). The numerical model is used to verify whether the presence of a submerged coastal defence structure, in the coastal area with a curvilinear shoreline, is able to modify the wave induced circulation pattern and the hydrodynamic conditions from erosive to accretive.
topic coastal region
hydrodynamics
submerged breakwaters
three-dimensional model
navier-stokes equations
integral contravariant formulation
time-dependent curvilinear coordinates
url https://www.mdpi.com/2077-1312/7/10/337
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