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...
Main Authors: | , , |
---|---|
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 |
id |
doaj-dc354e8849264c1387240e8b96a4072b |
---|---|
record_format |
Article |
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 |
work_keys_str_mv |
AT francescogallerano hydrodynamiceffectsproducedbysubmergedbreakwatersinacoastalareawithacurvilinearshoreline AT giovannicannata hydrodynamiceffectsproducedbysubmergedbreakwatersinacoastalareawithacurvilinearshoreline AT federicapalleschi hydrodynamiceffectsproducedbysubmergedbreakwatersinacoastalareawithacurvilinearshoreline |
_version_ |
1724175355292418048 |